McKinleyGrove_RecTrailProject_PlanDrawings_042221_FINAL.pdf

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GAOA McKinley Grove Trail Maintenance
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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 4/22/2021

G-1 SITE PLAN 4/22/2021

G-2 ENTRANCE SIGN DETAILS 4/22/2021

G-3 PICNIC SITE AND DESTINATION SIGN DETAILS 4/22/2021

G-4 PICNIC TABLE DETAILS 4/22/2021

G-5 SIGN DETAILS 4/22/2021

G-6 SURFACE AND DRAINAGE DETAILS 4/22/2021

G-7 STRIPING DETAILS 4/22/2021

G-8 BULLETIN BOARD DETAILS 4/22/2021

G-9 FIBER ROLL DETAILS 4/22/2021

G-10 CONSTRUCTION SIGNS 4/22/2021

MCKINLEY GROVE RECREATION TRAIL MAINTENANCE

FROM THE HIGH SIERRA RANGER DISTRICT OFFICE, TURN RIGHT ONTO CA-168 FOR 2.5 MILES. TURN

LEFT TO STAY ON CA-168 FOR 14.5 MILES. TURN RIGHT ONTO DINKEY CREEK ROAD FOR 11.8 MILES.

TURN RIGHT ONTO MCKINLEY GROVE ROAD FOR 5.8 MILES TO REACH MCKINLEY GROVE PICNIC SITE.

AND INTERPRETIVE CENTER REHABILITATION PROJECT

APPROVED:

RECOMMENDED BY:

FOREST ENGINEER

DATE

DISTRICT RANGER

RO FACILITIES PROGRAM MANAGER

DATE

DIRECTOR OF ENGINEERING

DATE

DATE

FOREST SUPERVISOR

DATE

4/2 2/2

1 1 6:

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REGION 5

SIERRA NATIONAL FOREST

FRESNO COUNTY

CALIFORNIA

G-5

INSTALL ROCKLINED DITCH TO

REPAIR ERODED ASPHALT EDGE

INSTALL PICNIC SITE ENTRANCE SIGN

G-2

INSTALL STOP SIGN

G-5

CONSTRUCT PICNIC SITE (TYP.)

G-3

M

C

K

I

N

L

E

Y

G

R

O

V

O

A

D

INSTALL STOP SIGN

G-5

INSTALL INTERPRETIVE LOOP

TRAIL ENTRANCE SIGN

G-2

CONSTRUCT NEW ASPHALT

SURFACE TRAIL (TYP.)

(TOTAL 2060 LF)

G-6

REMOVE AND DISPOSE EXISTING

ASPHALT SURFACE TRAIL (TYP.)

(TOTAL 2060 LF)

REMOVE AND DISPOSE EXISTING

BOARD EDGE ALONG EXISTING

ASPHALT SURFACE TRAIL (TYP.)

INSTALL BULLETIN BOARD

G-8

CONSTRUCT HARDENED AGGREGATE

SURFACE ORAR (TYP.)

G-6

INSTALL DO-NOT-ENTER SIGN

G-5

INSTALL DO-NOT-ENTER SIGN

G-5

INSTALL ACCESSIBILITY SIGN

INSTALL INTERPRETIVE SIGN W/

5'X5' ASPHALT APRON (TYP.)

(TOTAL 125 SQFT AND 25 LF)

G-5

G-5

REMOVE AND DISPOSE EX. SIGN BASE

REMOVE AND DISPOSE EX. SIGN

CONDUCT SLASH CLEANUP AROUND THE INTERPRETIVE TRAIL

AND WITHIN THE GROVE AND DELIVER THE SLASH TO BURN

PILES ON THE FOREST FOR BURNING. THE FOREST SERVICE

SHALL INFORM THE CONTRACTOR OF THE PARAMETER OF THE

SLASH CLEANUP AND THE BURN PILE LOCATIONS. SEE

SPECIFICATIONS SECTION 2100 FOR MORE INFORMATION.

G-6

G-6

CONSTRUCT 29LF ASPHALT

ACCESS AISLE

INSTALL ACCESSIBILITY

SIGN

G-7

CONSTRUCT 35LF ASPHALT ACCESS

AISLE. CONNECT TO EX. ASPHALT TRAIL.

G-7

INSTALL PARALLEL PARKING

11'X24' WITH 90° ANGLE TO ROAD

G-7

INSTALL HATCHING (TYP.)

CONSTRUCT STOP BAR AND MARKING

G-7

CONSTRUCT STOP BAR AND MARKING

G-7

INSTALL ONE-WAY ARROW

G-7

INSTALL ONE-WAY ARROW

G-7

PROTECT EX. TOILET BUILDING IN-PLACE

(TYP.). CONSTRUCT ASPHALT SURFACE

TRAIL FLUSH WITH CONCRETE SLAB.

INSTALL BULLETIN BOARD

G-8

INSTALL PICNIC TABLE (TYP.)

G-4

G-7

INSTALL PARALLEL PARKING

11'X24' WITH 90° ANGLE TO ROAD

G-7

INSTALL HATCHING (TYP.)

G-6

G-7

CONSTRUCT 17LF ASPHALT TRAIL

TO CONNECT TO ACCESS AISLE

G-6

G-6

W / /

/ W /

/ / W

W / / /

W / /

/ W /

/ / W

W / /

/ W /

/ / W

W / /

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

INSTALL FIBER ROLLS

G-9

PROTECT EXISTING CREEK

CONDUCT SLASH CLEANUP WITHIN THE PICNIC SITE AND DELIVER THE

SLASH TO BURN PILES ON THE FOREST FOR BURNING. THE FOREST

SERVICE SHALL INFORM THE CONTRACTOR OF THE PARAMETER OF

THE SLASH CLEANUP AND THE BURN PILE LOCATIONS. SEE

SPECIFICATIONS SECTION 2100 FOR MORE INFORMATION.

INSTALL DESTINATION SIGN

G-3

INSTALL DESTINATION SIGN

G-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

MCKINLEY GROVE

RECREATION TRAIL

MAINTENANCE AND

INTERPRETIVE

CENTER

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

SITE PLAN

4/22/2021

CESAR S.

CESAR S.

ANTONIO C.

G-1 2 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-2

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 SIGNS SHALL BE

DETERMINED IN THE FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

7. FINISH GRADE SLOPE SHALL NOT EXCEED 2%.

SIGN INSTALLATION (USDA CREDIT LINE AND RECREATION SITE SIGN)

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", RS-2 OR RSM1-2 (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.

(1) USDA CREDIT LINE "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.

(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 AT PICNIC SITE AND (1) RSM1-2

AT INTERPRETIVE TRAIL, 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°

PICNIC SITE

MCKINLEY GROVE

SIERRA

RS-2 SIGN DIMENSIONS

(1) RS-2 AT PICNIC SITE AND

(1) RSM1-2 AT INTERPRETIVE

TRAIL, 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

INTERPRETIVE

MCKINLEY GROVE

SIERRA

RS-2 SIGN, 1 TOTALRSM1-2 SIGN, 1 TOTAL

LOOP TRAIL

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

MCKINLEY GROVE

RECREATION TRAIL

MAINTENANCE AND

INTERPRETIVE

CENTER

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

ENTRANCE SIGN

DETAILS

4/22/2021

CESAR S.

CESAR S.

ANTONIO C.

G-2 3 11

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HARDENED AGGREGATE

SURFACE SEE DETAIL

PICNIC TABLE

SEE DETAIL

G-6

G-4

PICNIC SITE

G-3

NTS

18' TYP.

15' TYP.

4' MIN.

5' TYP.

4' MIN.

4' MIN.

5' TYP.

REQUIRED CLEAR SPACE:

NATURAL OBJECTS MAY BE INCORPORATED

INTO THE PICNIC SITE, AS LONG AS THE

MINIMUM 4 FT OF CLEAR SPACE IS

MAINTAINED AROUND THE PICNIC TABLE

FOR ACCESSIBILITY.

EX. TREE

EX. TREE

5' TYP.

NOTES:

1. THE FINAL LOCATION OF THE PICNIC SITES SHALL BE DETERMINED IN THE FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

2. PICNIC SITES 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. CUT OR FILL SLOPES SHALL NOT EXCEED 2:1

5. PICNIC SITES SHALL BE A MINIMUM OF 270 SQ FT, UNLESS NATURAL OBJECTS ARE INCORPORATED THAT CHANGE

THE SQUARE FOOTAGE WHILE STILL MAINTAINING ALL REQUIRED MINIMUM CLEAR SPACES.

6. EDGE OF CLEARING LIMITS - 18" MIN. FROM THE EDGE OF PICNIC SITES.

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

8. FOR SIDE SLOPES GREATER THAN 10%, PICNIC SITE TO BE ALL CUT, SEE FULL BENCH.

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

BENCH.

5' TYP.

EX. ROCK

4' MIN.

FULL BENCH

BALANCED BENCH

PICNIC SITE

EXISTING GRADE

EXISTING GRADE

NO BENCH

PICNIC SITE

EXISTING GRADE

PICNIC SITE FG MATCH EG

PICNIC SITE FG MATCH EG

PICNIC SITE FG MATCH EG

PICNIC SITE

SIGN INSTALLATION

1) CARRIAGE BOLT (3/8")

2) GALV. WASHER

3) SIGN

4) POST (6"X6" OR 4"X4")

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" 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.

4. ALL POSTS SHALL BE SECURED BY COMPACTING NATIVE SOIL

AROUND THE BASE OF THE POST.

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. ALL ALUMINUM SIGNS SHALL BE REFLECTIVE ALUMINUM -

CLEAR COAT OVERLAY WITH EDGE FILM OR APPROVED

EQUAL BY THE FOREST SERVICE.

7. THE FINAL LOCATION OF THE SIGNS SHALL BE DETERMINED

IN THE FIELD BY THE FOREST SERVICE IN COORDINATION

WITH THE CONTRACTOR.

8. IMPLEMENT BREAKAWAY HOLE REQUIREMENTS AS

APPLICABLE PER FOREST SERVICE STANDARDS.

DESTINATION SIGN

G-3NTS

SEE BELOW FOR CONTENT

NOTE 1

NOTE 3

NOTE 4

NOTE 2

4"

6"

1'-4"

6"

18"

4"

13"

6'-5"

3'-0"

9'-5"

5' MIN

38"

MCKINLEY GROVE

PICNIC SITE

NOTES:

1. THE FINAL CONTENT, ARROW

DIRECTION, AND SIGN SIZES

TO BE APPROVED BY THE

FOREST SERVICE DURING

THE SUBMITTAL PROCESS.

MCKINLEY GROVE

INTERPRETIVE LOOP TRAIL

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

MCKINLEY GROVE

RECREATION TRAIL

MAINTENANCE AND

INTERPRETIVE

CENTER

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

PICNIC SITE AND

DESTINATION SIGN

DETAILS

4/22/2021

CESAR S.

CESAR S.

ANTONIO C.

G-3 4 11

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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-4

NTS

G-4

"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-4

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.

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

MCKINLEY GROVE

RECREATION TRAIL

MAINTENANCE AND

INTERPRETIVE

CENTER

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

PICNIC TABLE DETAILS

4/22/2021

CESAR S.

CESAR S.

ANTONIO C.

G-4 5 11

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SIGN INSTALLATION

1) CARRIAGE BOLT (3/8")

2) GALV. WASHER

3) SIGN

4) POST (6"X6" OR 4"X4")

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" 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.

4. ALL POSTS SHALL BE SECURED BY COMPACTING NATIVE SOIL

AROUND THE BASE OF THE POST.

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. ALL ALUMINUM SIGNS SHALL BE REFLECTIVE ALUMINUM -

CLEAR COAT OVERLAY WITH EDGE FILM OR APPROVED

EQUAL BY THE FOREST SERVICE.

7. THE FINAL LOCATION OF THE SIGNS SHALL BE DETERMINED

IN THE FIELD BY THE FOREST SERVICE IN COORDINATION

WITH THE CONTRACTOR.

8. IMPLEMENT BREAKAWAY HOLE REQUIREMENTS AS

APPLICABLE PER FOREST SERVICE STANDARDS.

G-5

NTS

STOP

4"

30"

30"

7'-10"

3'-0"

10'-10"

6"

6"

1'-6"

NOTE 1

NOTE 3

NOTE 4

EP

5' MIN

ACCESSIBILITY SIGN

G-5

NTS

STOP SIGN

DO-NOT-ENTER SIGN

G-5

NTS

SIGN AND POST INSTALLATION NOTES

G-5

NTS

6"

6"

1'-6"

7'-4"

3'-0"

10'-4"

4"

24"

12"

ACCESSIBLE PARKING

ONLY SIGN,

NOTE 2

NOTE 1

NOTE 3

NOTE 4

5' MIN

2'

MIN

EP

SIGN: R99 (CA)

SIGN: R7-8B

INSTALL VAN

ACCESSIBLE SIGN

4"

30"

30"

7'-10"

3'-0"

10'-10"

6"

6"

1'-6"

DO-NOT-ENTER SIGN

NOTE 1

NOTE 3

NOTE 4

EP

5' MIN

DO NOT

ENTER

NOTE 2

2'

MIN

2'

MIN

NOTES:

1. THE FOREST SERVICE TO FURNISH THE INTERPRETIVE

SIGNS AND FRAMES AND CONTRACTOR TO INSTALL

ACCORDING TO MANUFACTURE'S RECOMMENDATIONS.

2. THE MANUFACTURER'S RECOMMENDATIONS MAY

REQUIRE #4 REBAR WITH 3" OF CLEARANCE ON ALL

SIDES IN THE CONCRETE FOOTING.

3. THE FINAL LOCATION OF THE INTERPRETIVE SIGNS AND

ASPHALT APRONS SHALL BE DETERMINED IN THE FIELD

BY THE FOREST SERVICE IN COORDINATION WITH THE

CONTRACTOR.

4. THE SIGNS WILL BE 36"X24" REQUIRING WIDTH OF

FRAME TO BE 36.5".

G-5

INTERPRETIVE SIGN

SIDE VIEWFRONT VIEW

NTS

24"30"

6"

6"

HARDENED

AGGREGATE SURFACE

G-6

GRAVEL FOR

DRAINAGE

CONCRETE

(4000PSI)

Ø 1.0"

30"

WEEP HOLES

FRAME

2.0" X 3.0" X 0.125"

ALUMINUM TUBING LEGS

0.125" THICK ALUMINUM

CAP

36.5"

STOP SIGN (R1-1)

NOTE 2

NOTES:

1. REFERENCE THE SIGN AND

POST INSTALLATION NOTES

ON DETAIL 4/G-5.

NOTES:

1. REFERENCE THE SIGN AND

POST INSTALLATION NOTES

ON DETAIL 4/G-5.

CONSTRUCT 12" OF

HARDENED AGGREGATE

SURFACE BEYOND

ASPHALT SURFACE

APRON FOR

ACCESSIBILITY

INTERPRETIVE TRAIL

5'X5' ASPHALT APRON

2' RADIUS AND AS APPROVED

IN THE FIELD BY THE FOREST

SERVICE

PLAN VIEW

HARDENED AGGREGATE SURFACE

G-6

G-6

12" 12"

ASPHALT SURFACE

S

L O

P E

2% SLOPE

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

MCKINLEY GROVE

RECREATION TRAIL

MAINTENANCE AND

INTERPRETIVE

CENTER

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

SIGN DETAILS

4/22/2021

CESAR S.

CESAR S.

ANTONIO C.

G-5 6 11

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PARKING

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VAN

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ASPHALT SURFACE TRAIL

G-6

NTS

EXISTING SLOPE

EXISTING SLOPE

4'-0"

T

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-6

NTS

COMPACTED NATIVE SOIL

SUBGRADE

NATIVE SHOULDER BACKFILL

FLUSH W/ AGGREGATE SURFACE

MAXIMUM FINISHED SUBGRADE WIDTHS:

4' ORARS - 6'

OUTDOOR RECREATION ACCESS ROUTE (ORAR)

G-6

NTS

EXISTING GROUND

HARDENED AGGREGATE SURFACE,

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 ORARS 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. THIS SAME DETAIL APPLIES TO THE ASPHALT APRONS AT THE INTERPRETIVE SIGNS AND

ASPHALT ACCESS AISLES AT THE ACCESSIBLE PARKING STALLS.

ROCK LINED DITCH

G-6

NTS

1' TYP.

2' TYP.

1' TYP.

F

L

EXISTING GRADE

PLACE CLASS II

RIPRAP IN CHANNEL,

MIN. OF 1 FT THICK

NOTES:

1. THE ROCKLINED DITCH SHALL BE CONSTRUCTED AS SHOWN ON THE

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

2. THE TYPICAL DITCH SHALL BE 1 FT DEEP.

3. WHEN DITCH IS DEEPER THAN 1' STEEPEN SLOPES TO 1:1 MAX OR AS

DIRECTED BY THE FOREST SERVICE.

4. FIELD FIT FLOWLINE TO DAYLIGHT AND DIRECT RUNOFF AWAY FROM

ASPHALT SURFACE AND ACCESS AISLES, AND ALL OTHER

DEVELOPMENTS TO AVOID EROSION ISSUES.

5. SLOPE DITCH TO AVOID PONDING.

ASPHALT SURFACE

BACKFILL

COMPACTED NATIVE

SOIL SUBGRADE

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

MCKINLEY GROVE

RECREATION TRAIL

MAINTENANCE AND

INTERPRETIVE

CENTER

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

SURFACE AND

DRAINAGE DETAILS

4/22/2021

CESAR S.

CESAR S.

ANTONIO C.

G-6 7 11

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STOP BAR AND MARKING

G-7

NTS

NOTE:

1. ALL MARKINGS IN WHITE TRAFFIC PAINT IN ACCORDANCE

WITH SECTION 02580 OF THE TECHNICAL SPECIFICATIONS.

2. "STOP" TRAFFIC MARKING SHALL BE CENTERED ON THE

STOP BAR.

3. STOP BAR SHALL START FROM CENTER LINE OF ROAD AND

CONTINUE TO EDGE OF PAVEMENT.

4. CONTRACTOR SHALL LAYOUT THE STRIPING FOR FOREST

SERVICE REVIEW AND APPROVAL PRIOR TO APPLYING

PAINT.

3.0'

3.5'

6.5'

3.0'

1.0'

ONE-WAY ARROW

G-7

NTS

NOTE:

1. ALL MARKINGS IN WHITE TRAFFIC PAINT IN

ACCORDANCE WITH SECTION 02580 OF THE

TECHNICAL SPECIFICATIONS.

2. CONTRACTOR SHALL LAYOUT THE STRIPING

FOR FOREST SERVICE REVIEW AND APPROVAL

PRIOR TO APPLYING PAINT.

X/2

X

12"

4"

9'

9'

EP

STOP BAR

ONE-WAY

EP

ACCESSIBLE PARKING STALL

G-7

NTS

ACCESSIBLE PARKING SYMBOL

G-7

NTS

PARKING STALL

G-7

NTS

EDGE OF ASPHALT

45°

5'-6"

3'

EDGE OF ASPHALT

4" BLUE STRIPING

4" BLUE STRIPE

4" WHITE STRIPE

ACCESSIBLE PARKING SIGN

24' MIN.

24' MIN.

11'

11'

5'

ACCESSIBLE

SYMBOL

3'

3'

BLUE BACKGROUND

4" WHITE STRIPING

AROUND AISLE

IN INTERIOR

3'

4" WHITE STRIPING

HATCHING

G-7

NTS

NOTES:

1. SEE PLAN FOR LOCATIONS.

2. ANGLE MAY VARY PER PLAN.

3. CONTRACTOR SHALL LAYOUT

THE STRIPING FOR FOREST

SERVICE REVIEW AND APPROVAL

PRIOR TO APPLYING PAINT.

WHITE SYMBOL

4" WHITE STRIPE

NOTES:

1. CONTRACTOR SHALL

LAYOUT THE STRIPING

FOR FOREST SERVICE

REVIEW AND APPROVAL

PRIOR TO APPLYING PAINT.

2. THE PARALLEL PARKING AND

ANGLE PARKING SHALL HAVE

4" WHITE STRIPE.

NOTES:

1. CONTRACTOR SHALL

LAYOUT THE STRIPING

FOR FOREST SERVICE

REVIEW AND APPROVAL

PRIOR TO APPLYING PAINT.

2. THE ACCESSIBLE STALL AND

ACCESS AISLE SHALL HAVE A

2% SLOPE IN ANY DIRECTION.

G-7

G-5

E D

F

A

S P

H A

A

D

E D

A

S P

H A

A

D

E D

A

S P

H A

L T

4" BLUE STRIPE

4" WHITE STRIPE

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

MCKINLEY GROVE

RECREATION TRAIL

MAINTENANCE AND

INTERPRETIVE

CENTER

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

STRIPING DETAILS

4/22/2021

CESAR S.

CESAR S.

ANTONIO C.

G-7 8 11

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BULLETIN BOARD

G-8

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)

CONSTRUCT HARDENED

AGGREGATE SURFACE AS SHOWN

THE PLAN SHEET, SEE DETAIL

G-6

5'-0"

1'-0"

6"X6"

POST

EDGE OF ORAR OR ASPHALT SURFACE TRAIL

4'-0" (TYP.)

S

O

P E

2% SLOPE

SIERRA

48"

48"

6" HEADER. TITLES ON HEADERS SHALL

BE AS SHOWN. STANDARD F.S.

"YELLOW-CREAM" BACKGROUND W/ 3"

RAISED "BROWN" LETTERS.

6" FOOTER. TITLES ON FOOTERS SHALL

BE AS SHOWN. STANDARD F.S.

"YELLOW-CREAM" BACKGROUND W/ 3"

RAISED "BROWN" LETTERS.

4"

4'-0"

7'-0"

10'-0"

SIERRA

6"

6"

1'-6"

4'-0" (TYP.)

4'-0" (TYP.)

2'-8"

1" - 45° CHAMFER

JOIST HANGER

3"X6" DOUGLAS FIR CROSS BAR SHALL BE

PAINTED IN ACCORDANCE WITH THE TECHNICAL

SPECIFICATIONS. COLOR SHALL BE "DARK

CHOCOLATE" OR APPROVED EQUAL BY FOREST

SERVICE.

(1) 3/4" RECYCLED PLASTIC PANEL,

STANDARD F.S. "BROWN" COLOR.

10"

3'-0"

6"X6"X10' DOUGLAS FIR POSTS. PRESSURE

TREATED. STAIN IN ACCORDANCE WITH THE

TECHNICAL SPECIFICATIONS. COLOR SHALL BE

"DARK CHOCOLATE" OR APPROVED EQUAL BY

FOREST SERVICE.

NATIVE SOIL

COMPACTED

NATIVE SOIL

3'-0"

PANELS NOTES:

1. ALL RECYCLED PLASTIC SIGNS INCLUDING 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.

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 THE TECHNICAL SPECIFICATIONS. COLOR SHALL BE

"DARK CHOCOLATE" OR APPROVED EQUAL BY THE FOREST

SERVICE.

5. THE HARDENED AGGREGATE SURFACE SHALL BE GRADED

WITH SLOPE TO DRAIN WITH NATURAL TOPOGRAPHY, BUT

NOT TO EXCEED 2% IN ANY DIRECTION.

6. THE FINAL LOCATION OF THE BULLETIN BOARDS SHALL BE

DETERMINED IN THE FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

2' RADIUS AND AS APPROVED

IN THE FIELD BY THE FOREST

SERVICE

1'-0" (TYP.)

INFORMATION

INFORMATION

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

MCKINLEY GROVE

RECREATION TRAIL

MAINTENANCE AND

INTERPRETIVE

CENTER

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

BULLETIN BOARD

DETAILS

4/22/2021

CESAR S.

CESAR S.

ANTONIO C.

G-8 9 11

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FIBER ROLL

D-9

NTS

NOTES:

1. PLACEMENT OF FIBER ROLLS IS SUBJECT TO EXISTING CONDITIONS.

2. PLACE FIBER ROLLS AS SHOWN ON PLAN SHEET AND AS DIRECTED IN THE

FIELD BY THE FOREST SERVICE.

3. FIBER ROLLS SHALL BE COMPLETELY MADE OF BIO-DEGRADABLE MATERIAL.

4. PLACE GRAVEL BAGS OVER FIBER ROLL WHEN STAKES CANNOT BE USED

DUE TO BEDROCK.

INSTALL 1"x2"x24"

WOOD STAKES

INSTALL 1"x2"x24"

WOOD STAKES

EXISTING

GROUND

8" DIA FIBER ROLL (TYP)

8" DIA FIBER ROLL

BURY

DIA (TYP)

EXISTING GROUND

PLACE FIBER ROLLS

TO ELIMINATE ANY GAPS

8" DIA FIBER ROLL (TYP)

A

A

4' (TYP.)

1'

SECTION A-A

PROFILE

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

MCKINLEY GROVE

RECREATION TRAIL

MAINTENANCE AND

INTERPRETIVE

CENTER

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

FIBER ROLL DETAILS

4/22/2021

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

MCKINLEY GROVE

RECREATION TRAIL

MAINTENANCE AND

INTERPRETIVE

CENTER

REHABILITATION

PROJECT

SIERRA NATIONAL

FOREST

HIGH SIERRA

RANGER DISTRICT

CONSTRUCTION SIGNS

4/22/2021

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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NOTE:

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VARIES

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SUPPORT

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TYPE OF

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TYPE III BARRICADE

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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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5" SERIES C LETTERING

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6" SERIES D LETTERING

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8" SERIES C 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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AHEAD

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CONSTRUCTION

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ONE

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MACHINERY

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500 FT

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McKinleyGrove_RecTrailProject_CoverSheet_042221_FINAL
Sheets and Views
McKinleyGrove_RecTrailProject_CoverSheet_042221_FINAL-34x22 EXPANDED
McKinleyGrove_RecTrailProject_Drawings_042221_FINAL
Sheets and Views
McKinleyGrove_RecTrailProject_Drawings_042221_FINAL-SITE PLAN _G1
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McKinleyGrove_RecTrailProject_Drawings_042221_FINAL-ENTRANCE SIGN_G2
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McKinleyGrove_RecTrailProject_Drawings_042221_FINAL-PICNIC SITE_G3
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McKinleyGrove_RecTrailProject_Drawings_042221_FINAL-PICNIC SITE2_G4
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McKinleyGrove_RecTrailProject_Drawings_042221_FINAL-SIGN DETAILS_G5
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McKinleyGrove_RecTrailProject_Drawings_042221_FINAL-SURFACE_G6
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McKinleyGrove_RecTrailProject_Drawings_042221_FINAL-STRIPING DETAILS_G7
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McKinleyGrove_RecTrailProject_Drawings_042221_FINAL-BULLETIN BOARDS_G8
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McKinleyGrove_RecTrailProject_Drawings_042221_FINAL-FIBER ROLLS_G9
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McKinleyGrove_RecTrailProject_Drawings_042221_FINAL-CONST. SIGNS_G10
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File details come from the government source that posted it. Updated .