3. Project Drawings - Scenic Byway Recreation Site Rehab.pdf

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

001 028

From North Fork, CA. head East on Rd. 225, at the traffic circle take the second exist and stay on Rd 225. Travel approximately 4.1 mile and merge with the NFSR 4S18 "Minarets Road", continue for 2.3 miles and destination is on left (GPS Coordinates 37.179612, -119.434262)

SEE ATTACHED MAP

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR DATE

DATE

RO FACILITIES PROGRAM MANAGER

GAOA SCENIC BYWAY REHABILITATION PROJECT

CALIFORNIA

MADERA COUNTY

SIERRA NATIONAL FOREST

(R05) PACIFIC SOUTHWEST

INDEX OF SHEETS

SHEET SHEET TITLE DATE

i COVER SHEET 10/18/2024

G-1 FISH CREEK CAMPGROUND 10/18/2024

G-2 SODA SPRINGS CAMPGROUND 10/18/2024

G-3 BOWLER CAMPGROUND 10/18/2024

G-4 KELTY MEADOW CAMPGROUND SITE PLAN 10/18/2024

G-5 SIGN DETAILS 10/18/2024

G-6 ROAD AND PARKING DETAILS 10/18/2024

G-7 CAMPSITE DETAILS 10/18/2024

G-8 CAMPSITE FURNITURE DETAILS 10/18/2024

G-9 SIGN DETAILS 2 10/18/2024

G-10 OUTDOOR RECREATION ACCESS ROUTES 10/18/2024

G-11 TRASH ENCLOSURE AND DUMPSTER DETAILS 10/18/2024

G-12 BARRIER AND FEE TUBE DETAILS 10/18/2024

G-13 DRAINAGE DETAILS 10/18/2024

G-14 PLACER CAMPGROUND SITE PLAN 10/18/2024

G-15 SWEET WATER CAMPGROUND SITE PLAN 10/18/2024

G-16 WAGNER CAMPGROUND SITE PLAN 10/18/2024

G-17 LITTLE JACKASS CAMPGROUND SITE PLAN 10/18/2024

G-18 REDINGER OVERLOOK SITE PLAN 10/18/2024

G-19 ROSS CABIN SITE PLAN 10/18/2024

G-20 MILE HIGH SITE PLAN 10/18/2024

G-21 ARCH ROCK SITE PLAN 10/18/2024

G-22 JACKASS MEADOW VISTA SITE PLAN 10/18/2024

G-23 PORTUGUESE VISTA SIGN PLAN 10/18/2024

G-24 COLD SPRINGS SITE PLAN 10/18/2024

G-25 FRESNO DOME SITE PLAN 10/18/2024

G-26 SINGLE VAULT TOILET BUILDING DETAILS 10/18/2024

G-27 DOUBLE VAULT TOILET BUILDING DETAILS 10/18/2024

S

G-05

NOTES:

1. BEST ATTEMPTS HAVE BEEN MADE TO LOCATE

ALL EXISTING CONSTRUCTED FEATURES TO

BE REMOVED. HOWEVER, ADDITIONAL ITEMS

MAY REQUIRE DEMOLITION AS DIRECTED BY

THE FOREST SERVICE.

2. THE LOCATION OF THE EXISTING AND

PROPOSED CONSTRUCTED FEATURES SHOWN

IS APPROXIMATE. THE FINAL LOCATION OF ALL

CONSTRUCTED FEATURES SHALL BE

DETERMINED IN THE FIELD BY THE FOREST

SERVICE IN COORDINATION WITH THE

CONTRACTOR.

3. SEE THE TECHNICAL SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

4. ONLY A SMALL SECTION OF THE EXISTING AND

PROPOSED BARRIERS IS SHOWN AS A

REPRESENTATION. THE BARRIERS SHALL BE

INSTALLED ALONG THE ROAD AND PARKING

PER DETAIL 3/G-6. THE CONTRACTOR SHALL

FIELD VERIFY THE QUANTITY OF THE

BARRIERS.

5. THE DRAINAGE DIRECTION, GRADES, AND

SLOPES SHALL BE COORDINATED IN THE

FIELD BETWEEN THE CONTRACTOR AND THE

FOREST SERVICE TO AVOID EROSION ISSUES.

6. THE PROPOSED DRAINAGE STRUCTURES ARE

APPROXIMATE AND NEED TO BE FIELD

VERIFIED BY THE CONTRACTOR.

G-9

INSTALL STOP SIGN

(TOTAL 2 EA)

CONSTRUCT TRASH ENCLOSURE AND

INSTALL DUMPSTER (TOTAL 1 EA)

R

O

A

D

G-11

G-5

G-5

INSTALL CAMPSITE MARKER (TYP.)

(TOTAL 4 EA)

INSTALL FOOD LOCKER (TYP.)

(TOTAL 4 EA)

G-8

CONSTRUCT SINGLE CAMPSITE (TYP.)

(TOTAL 4 EA - 450 SQ.FT/EACH) INCLUDING

TENT PAD (TOTAL 4 EA - 250 SQ.FT/EACH)

ADD ADDITIONAL 1' TO ACCOMMODATE POST

BARRIERS WHERE LIVING AREA ABUTS BACK

END OF PARKING SPUR TO PREVENT VEHICLE

OVERHANG (TYP.)

S I T

E

S I T

E

S I T

E

S

I

T

E

INSTALL PICNIC TABLE (TYP.)

(TOTAL 4 EA)

INSTALL HORIZONTAL POST BARRIERS TO ALLOW

VEHICLE OVERHANG (TYP.)

G-12

INSTALL AGGREGATE BASE PULLOFF

G-8

INSTALL FIRE RING (TYP.)

(TOTAL 4 EA)

PROTECT EXISTING CREEK

INSTALL AGGREGATE BASE PARKING SPURS (TYP.)

(TOTAL 4 EA)

G-12

INSTALL FEE TUBE (TYP.)

(TOTAL 1 EA)

REMOVE AND DISPOSE EX. ENTRANCE SIGN AND

INSTALL NEW ENTRANCE SIGN (TOTAL 1 EA)

INSTALL 22' WIDE DOUBLE LANE ROAD WITH

AGGREGATE BASE SURFACE ROAD

G-6

G-6

R

R

Y

P

R

Y

P

D-7

G-8

G-10

ROCKLINED DITCH AND DISSIPATER SHOWN FOR

REFERENCE ONLY. NOT PART OF THIS CONTRACT.

(TYP.)

DOUBLE VAULT TOILET BUILDING

SHOWN FOR REFERENCE ONLY. NOT

PART OF THIS CONTRACT.

CONSTRUCT STAMPED CONCRETE

ORAR

INSTALL PANEL BULLETIN BOARD

M

I

N

M

I

N

G-6

G-7

INSTALL "ONE-WAY" SIGN

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

GAOA SCENIC

BYWAY -

CAMPGROUNDS

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

FISH CREEK

CAMPGROUND

SITE PLAN

10/30/2024

CESAR S.

CESAR S.

ANTONIO C.

G-01 2 28

NOTES:

1. BEST ATTEMPTS HAVE BEEN MADE TO LOCATE ALL

EXISTING CONSTRUCTED FEATURES TO BE REMOVED.

HOWEVER, ADDITIONAL ITEMS MAY REQUIRE DEMOLITION

AS DIRECTED BY THE FOREST SERVICE.

2. THE LOCATION OF THE EXISTING AND PROPOSED

CONSTRUCTED FEATURES SHOWN IS APPROXIMATE. THE

FINAL LOCATION OF ALL CONSTRUCTED FEATURES SHALL

BE DETERMINED IN THE FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

3. SEE THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

4. ONLY A SMALL SECTION OF THE EXISTING AND PROPOSED

BARRIERS IS SHOWN AS A REPRESENTATION. THE

BARRIERS SHALL BE INSTALLED ALONG THE ROAD AND

PARKING SPURS PER DETAIL 3/G-6. THE CONTRACTOR

SHALL FIELD VERIFY THE QUANTITY OF THE BARRIERS.

5. THE DRAINAGE DIRECTION, GRADES, AND SLOPES SHALL

BE COORDINATED IN THE FIELD BETWEEN THE

CONTRACTOR AND THE FOREST SERVICE TO AVOID

EROSION ISSUES.

6. THE PROPOSED DRAINAGE STRUCTURES ARE

APPROXIMATE AND NEED TO BE FIELD VERIFIED BY THE

CONTRACTOR.

EXISTING BULLETIN BOARD, REMOVE AND

DISPOSE REMNANTS AND ALL RELATED

COMPONENTS (TOTAL 1 QTY)

EXISTING SIGN, REMOVE AND DISPOSE REMNANTS

AND ALL RELATED COMPONENTS (TYP.)

(TOTAL 1 QTY)

EXISTING DUMPSTER, REMOVE AND DISPOSE

REMNANTS AND ALL RELATED COMPONENTS (TYP.)

EXISTING BULLETIN BOARD, REMOVE AND

DISPOSE REMNANTS AND ALL RELATED

COMPONENTS (TOTAL 1 QTY)

EXISTING DUMPSTER, REMOVE AND DISPOSE

REMNANTS AND ALL RELATED COMPONENTS (TYP.)

INSTALL CAMPSITE MARKER (TYP.),

REMOVE AND DISPOSE EXISTING

(TOTAL 18 QTY)

ROAD 04S081

INSTALL STOP SIGN

(TOTAL 1 EA)

G-9

INSTALL ENTRANCE SIGN

(TOTAL 1 EA)

G-5

22'

S

I

DOUBLE VAULT TOILET BUILDING SHOWN FOR

REFERENCE ONLY. NOT PART OF THIS

CONTRACT. (TYP.).

CONSTRUCT STAMPED CONCRETE ORAR (TYP.).

G-10

G-6

G-5

INSTALL AGGREGATE BASE PULLOFF

INSTALL 2-PANEL BULLETIN BOARD

(TOTAL 1 EA)

S I T

E

G-12

INSTALL FEE TUBE (TYP.)

(TOTAL 1 EA)

S I T

E

S

I

S

I

I

I

I

I

I T

E

S I T

E

S

I

S

I

S

I

S

I

S

I

S

I

S

I

INSTALL AGGREGATE BASE

PARKING SPURS (TYP.)

(TOTAL 18 EA)

INSTALL AGGREGATE BASE SURFACE ROAD

(TYP.) - 12FT SINGLE AND 22' DOUBLE LANE

G-6

CONSTRUCT TRASH ENCLOSURE AND

INSTALL DUMPSTER (TYP.)

G-11

INSTALL HORIZONTAL BARRIER AT END OF

PARKING SPUR TO PREVENT VEHICLE

OVERHANG (TYP.)

INSTALL PICNIC TABLE (TYP.)

(TOTAL 18 EA)

G-8

INSTALL FIRE RING (TYP.)

(TOTAL18 EA)

G-8

INSTALL FOOD LOCKER (TYP.)

(TOTAL 18 EA)

G-8

CONSTRUCT SINGLE CAMPSITE W/TENT PAD

(TOTAL 18 EA - 700 SQ.FT. UNLESS SIZE

INCREASES DUE TO ADDITIONAL SPACE FOR

BARRIERS)

G-7

ROCKLINED DITCH AND DISSIPATER SHOWN

FOR REFERENCE ONLY. NOT PART OF THIS

CONTRACT. (TYP.)

G-5

REMOVE AND DISPOSE EXISTING PICNIC

TABLES AND REMNANTS AND ALL RELATED

COMPONENTS (TYP.) (TOTAL 18 QTY)

G-6

G-12

INSTALL "ONE-WAY" SIGN (TOTAL 1 EA)

G-9

INSTALL "CAMPING UNIT" SIGN

G-9

REMOVE AND DISPOSE EXISTING FIRE RINGS AND

REMNANTS AND ALL RELATED COMPONENTS (TYP.)

(TOTAL 18 QTY)

INSTALL 18" CULVERT, 30' LONG

(TOTAL 1 EA)

G-13

INSTALL ROCKLINED DITCH (TOTAL 80LF) AND

DISSIPATER (TOTAL 1 EA)

G-13

G-13

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

GAOA SCENIC

BYWAY -

CAMPGROUNDS

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

SODA SPRINGS

CAMPGROUND

SITE PLAN

10/30/2024

CESAR S.

CESAR S.

ANTONIO C.

G-02 3 28

EXISTING CONSTRUCTED FEATURES TO BE REMOVED.

HOWEVER, ADDITIONAL ITEMS MAY REQUIRE DEMOLITION

AS DIRECTED BY THE FOREST SERVICE.

2. THE LOCATION OF THE EXISTING AND PROPOSED

CONSTRUCTED FEATURES SHOWN IS APPROXIMATE. THE

FINAL LOCATION OF ALL CONSTRUCTED FEATURES SHALL

BE DETERMINED IN THE FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

3. SEE THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

4. ONLY A SMALL SECTION OF THE EXISTING AND PROPOSED

BARRIERS IS SHOWN AS A REPRESENTATION. THE

BARRIERS SHALL BE INSTALLED ALONG THE ROAD AND

PARKING SPURS PER DETAIL 3/G-6. THE CONTRACTOR

SHALL FIELD VERIFY THE QUANTITY OF THE BARRIERS.

5. THE DRAINAGE DIRECTION, GRADES, AND SLOPES SHALL

BE COORDINATED IN THE FIELD BETWEEN THE

CONTRACTOR AND THE FOREST SERVICE TO AVOID

EROSION ISSUES.

6. THE PROPOSED DRAINAGE STRUCTURES ARE

APPROXIMATE AND NEED TO BE FIELD VERIFIED BY THE

CONTRACTOR.

R

O

A

D

S

CONSTRUCT DOUBLE CAMPSITE (TYP.)

(TOTAL 11 EA - 650 SQ.FT/CAMPSITE TYP.

UNLESS SIZE INCREASES DUE TO

ADDITIONAL SPACE FOR BARRIERS)

G-7

INSTALL PICNIC TABLE (TYP.)

(TOTAL 22 EA)

G-8

G-8

S

I

I

I

I

I

I

I

I

I

S

I

ADD ADDITIONAL 1' TO ACCOMMODATE POST

BARRIERS WHERE LIVING AREA ABUTS BACK

END OF PARKING SPUR TO PREVENT VEHICLE

OVERHANG (TYP.)

INSTALL FIRE RING (TYP.)

(TOTAL 22 EA)

G-8

INSTALL FOOD LOCKER (TYP.)

(TOTAL 22 EA)

WHEN THE CAMPSITES ARE NOT ON BACK

END OF PARKING SPURS, INSTALL

HORIZONTAL POST BARRIERS TO ALLOW

VEHICLE OVERHANG (TYP.).

G-10

INSTALL CAMPSITE MARKER (TYP.)

(TOTAL 11 EA)

G-5

G-5

CONSTRUCT TRASH ENCLOSURE

AND DUMPSTER (TOTAL 1 EA)

G-11

S I T

E

CONSTRUCT 22' WIDE DOUBLE LANE ROAD

WITH AGGREGATE BASE SURFACE

G-6

CONSTRUCT 12' WIDE SINGLE LANE ROAD WITH

AGGREGATE BASE SURFACE

G-6

INSTALL ROCK AND POST BARRIERS

G-12

ROCKLINED DITCH AND DISSIPATER SHOWN FOR

REFERENCE ONLY. NOT PART OF THIS CONTRACT.

INSTALL 1-PANEL BULLETIN BOARD

(TOTAL 1 EA)

DOUBLE VAULT TOILET BUILDING

SHOWN FOR REFERENCE ONLY. NOT

PART OF THIS CONTRACT.

CONSTRUCT STAMPED CONCRETE ORAR

(TYP.) (TOTAL 130 SQ.FT)

G-12

INSTALL ENTRANCE SIGN

(TOTAL 1 EA)

G-5

INSTALL STOP SIGN

(TOTAL 1 EA)

G-9

INSTALL AGGREGATE BASE PARKING SPURS (TYP.)

(TOTAL 11 EA)

G-6

G-7

INSTALL "ONE-WAY" SIGN

(TOTAL 1 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

GAOA SCENIC

BYWAY -

CAMPGROUNDS

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

BOWLER GROUP

CAMPGROUND

SITE PLAN

10/30/2024

CESAR S.

CESAR S.

ANTONIO C.

G-03 4 28

K

Y

R

A

N

C

H

R

O

A

D

INSTALL ROCK BARRIERS

TO PROTECT TROUGH

DEMO EX. BULLETIN BOARD

AND SIGN

INSTALL 18" CULVERT,

25' LONG (TOTAL 1 EA)

G-13

PROTECT IN PLACE EX.

TROUGH

G-12

SEE SPECIFICATIONS FOR

TROUGH PUMP

REMOVE EX. POST BARRIERS

INSTALL "ONE-WAY" SIGN

(TOTAL 1 EA)

G-9

CONSTRUCT AGGREGATE

BASE ROAD (TOTAL 1590 LF)

INSTALL 2-PANEL BULLETIN

BOARDS (TOTAL 1 EA)

G-5

DEMO EX. ENTRANCE SIGN

AND SITE SIGN

DELETE EX. CAMPSITE MARKERS

AND INSTALL NEW CAMPSITE

MARKERS (TYP.) (TOTAL 10 EA)

G-5

R

O

S

I

I

IT

E

S

I

IT

E

S

IT

E

INSTALL CAMPFIRE RING (TYP.)

(TOTAL 14 EA)

G-8

S

I

I

I

I

S

I

S

I

S

I

S

I

INSTALL DIRECTIONAL SIGN

G-9

INSTALL DO-NOT-ENTER

SIGN (TOTAL 1 EA)

INSTALL DIRECTIONAL SIGN

INSTALL STOP SIGN

(TOTAL 1 EA)

G-9

G-9

G-9

CONSTRUCT DOUBLE CAMPSITE

(TOTAL 4 EA)

G-7

INSTALL PICNIC TABLE (TYP.)

(TOTAL 14 EA)

G-8

EX. TREES TO BE PROTECTED

INSTALL FOOD LOCKERS (TYP.)

(TOTAL 14 EA)

G-8

EX. KELTY CREEK TO BE

PROTECTED

CONSTRUCT SINGLE CAMPSITE

(TOTAL 6 EA)

G-7

CONSTRUCT HARDENED

AGGREGATE SURFACE ORAR

(TYP.)

G-10

CONSTRUCT STAMPED CONCRETE ORAR

(TYP.)

G-10

CONSTRUCT HARDENED AGGREGATE

SURFACE ORAR (TYP.)

G-10

SCARIFY EX. USER CREATED ROAD (TYP.)

(TOTAL 455 LF)

CONSTRUCT DOUBLE PARKING

SPUR (TYP.) (TOTAL 4 EA)

G-6

CONSTRUCT SINGLE PARKING

SPUR (TYP.) (TOTAL 6 EA)

G-6

INSTALL ROCK BOULDERS AT END OF EA

ROAD BEING SCARIFIED AND AT THE FRONT

OF EACH TOILET BUILDING FOR PROTECTION

ROCKLINED DITCH AND DISSIPATER

SHOWN FOR REFERENCE ONLY. NOT

PART OF THIS CONTRACT. (TYP.)

INSTALL STAMPED CONCRETE ORAR

(TYP.)

G-10

PROTECT EXISTING HORSE

CORRALS (TYP.) (TOTAL 3 EA)

DEMO EX. SIGN AND INSTALL NEW

ENTRANCE SIGN (TOTAL 1 EA)

G-5

G-6

NOTES:

1. BEST ATTEMPTS HAVE BEEN MADE TO LOCATE ALL

EXISTING CONSTRUCTED FEATURES TO BE REMOVED.

HOWEVER, ADDITIONAL ITEMS MAY REQUIRE DEMOLITION

AS DIRECTED BY THE FOREST SERVICE.

2. THE LOCATION OF THE EXISTING AND PROPOSED

CONSTRUCTED FEATURES SHOWN IS APPROXIMATE. THE

FINAL LOCATION OF ALL CONSTRUCTED FEATURES SHALL

BE DETERMINED IN THE FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

3. SEE THE TECHNICAL SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

4. ONLY A SMALL SECTION OF THE EXISTING AND PROPOSED

BARRIERS IS SHOWN AS A REPRESENTATION. THE

BARRIERS SHALL BE INSTALLED ALONG THE ROAD AND

PARKING SPURS PER DETAIL 3/G-6. THE CONTRACTOR

SHALL FIELD VERIFY THE QUANTITY OF THE BARRIERS.

5. THE DRAINAGE DIRECTION, GRADES, AND SLOPES SHALL

BE COORDINATED IN THE FIELD BETWEEN THE

CONTRACTOR AND THE FOREST SERVICE TO AVOID

EROSION ISSUES.

6. THE PROPOSED DRAINAGE STRUCTURES ARE

APPROXIMATE AND NEED TO BE FIELD VERIFIED BY THE

CONTRACTOR.

INSTALL STOP SIGN

(TOTAL 1 EA)

G-9

DOUBLE VAULT TOILET BUILDING SHOWN FOR

REFERENCE ONLY. NOT PART OF THIS CONTRACT. (TYP.)

M

I

N

INSTALL TROUGH

SIGN (TOTAL 1 EA)

G-5

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

GAOA SCENIC

BYWAY -

CAMPGROUNDS

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

KELTY MEADOW

CAMPGROUND

SITE PLAN

10/30/2024

CESAR S.

CESAR S.

ANTONIO C.

G-04 5 28

RECESSED NUT DETAIL FOR

1/2" CARRIAGE BOLTS THAT

CONNECT THE 8"X8" POSTS

TOGETHER.

ENTRANCE SIGN 1

G-5

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 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

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

BULLETIN BOARD

G-5

NTS

SIGN INSTALLATION

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. SUGGESTED VENDOR IS :

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.

INFORMATION

SIERRA

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.

FOOTER

HEADER

48"

6"

6"

BOWLER

U-SHAPED HOT-DIP GALVANIZED JOIST

HANGERS SIZED FOR ROUGH SAWN LUMBER.

SECURE WITH SIMPSON #SD 9 CONNECTOR

SCREWS. FACE SCREW USING 1

" SCREWS.

TOE SCREW USING 2

" SCREWS.

#9 - 1

" SCREWS

TYP

#9 - 2

" SCREWS

#9 - 1

" SCREWS

TYP

#9 - 2

" SCREWS

U-SHAPED HOT-DIP GALVANIZED JOIST

HANGERS SIZED FOR ROUGH SAWN LUMBER.

SECURE WITH SIMPSON #SD 9 CONNECTOR

SCREWS. FACE SCREW USING 1

" SCREWS.

TOE SCREW USING 2

" SCREWS.

CAMPSITE MARKER

NTS

FRONT VIEW

SIDE VIEW

3'-0"

3'-0"

1'-6"

6"

6"

6'-0"

3'-0"

1'-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 6/G-9.

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-5

NOTE 5

AND 6

CAMPGROUND

SIERRA

CAMPGROUND

SIERRA

FISH CREEK

SODA SPRINGS

CAMPGROUND

SIERRA

KELTY MEADOW

4"

4'-0"

7'-0"

3'-0"

10'-0"

SIERRA

6"

6"

1'-6"

4'-1" (TYP.)

2'-8"

COMPACTED NATIVE SOIL

NATIVE SOIL

6"X6" POST

1'-0"

1'-0"

5'-0"

PLAN VIEW

FRONT ELEVATION

7'-0"

2% SLOPE IN ANY DIRECTION

2' RADIUS

WELCOME

EDGE OF ORAR

10"

3'-0"

G-10

CONSTRUCT STAMPED COLORED

CONCRETE

CONSTRUCT HARDENED AGGREGATE

SURFACE 12" BEYOND LIMIT OF

CONCRETE

G-10

11'-6"

7' LANDING AT SINGLE PANEL AND

11'-6" AT TWO PANEL BULLETIN

BOARDS

SIERRA

2'-8"

1" - 45° CHAMFER

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.

INFORMATION

ONLY THE WELCOME SIGN APPLIES

TO LOCATIONS WHERE 1-PANEL

BULLETIN BOARD IS SPECIFIED

WELCOME

SIERRA

48"

FOOTER

HEADER

48"

6"

6"

TROUGH

30"

14"

4'

3'-0'

4'-6"

3'-0"

1'-6"

6"

6"

7'-6"

2'

MIN

EP

NOTES:

1. THE FINAL CONTENT, ARROW DIRECTION, AND SIGN

SIZES TO BE APPROVED BY THE FOREST SERVICE

DURING THE SUBMITTAL PROCESS.

2. SIGN SHALL BE 14"X30"X3/4" RECYCLED PLASTIC SIGN

W/ 3" ROUTED LETTERS AND BORDER IN

'YELLOW-CREAM COLOR' ON 'BROWN' BACKGROUND

WITH 3/8" ROUTED BORDER

3 AND 11

G-9

G-9

TROUGH SIGN

NTS

G-5

G-9

G-9

G-9

G-9

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

GAOA SCENIC

BYWAY -

CAMPGROUNDS

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

SIGN DETAILS

10/30/2024

CESAR S.

CESAR S.

ANTONIO C.

G-05 6 28

G-6

R=30' TYP.

VARIES,

R=5' TYP.

L

N

G

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

S

P

N

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, CONSTRUCT LONGEST LENGTH FEASIBLE WITH A 25' LENGTH MINIMUM. DESIGN 13' WIDE AT SINGLE

PARKING SPURS AND 24' WIDE AT DOUBLE PARKING SPURS.

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-5

G-8

G-8

SEE PLAN

G-8

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

FINISHED GRADE, 3: 1 TYP.,

2:1 MAX. SLOPE

1% MIN, 2% MAX

PARKING SPUR

NTS

G-7

2'

M

IN

.3

M A

X

S E

E N

O T

E

AGGREGATE BASE ROAD SECTION

G-6

NTS

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

L E

A R

I N

G

H

E I 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

20'-40'

AS MARKED ON PLAN

10' MIN 10' MIN

CAMPGROUND ROAD

AS SHOWN ON PLAN

12' OR 22'

18'R

OR AS SHOWN

ON LAYOUT PLAN

18'R

OR AS SHOWN

ON LAYOUT PLAN

18'R

OR AS SHOWN

ON LAYOUT PLAN

18'R

OR AS SHOWN

ON LAYOUT PLAN

EP

EP

CONSTRUCTION STA.

POINT

G-6

TYPICAL PULLOFF

NTS

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

GAOA SCENIC

BYWAY -

CAMPGROUNDS

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

ROAD AND

PARKING SPUR

DETAILS

10/30/2024

CESAR S.

CESAR S.

ANTONIO C.

G-06 7 28

DOUBLE CAMPSITE

D-7

NTS

SINGLE CAMPSITE

D-7

4' MIN.

4' MIN.

5' TYP.

4' MIN.

4' MIN.

5' TYP.

4' MIN.

7' TYP.

4' MIN.

4' MIN.

5' TYP.

4' MIN.

4' MIN.

5' TYP.

4' MIN.

7' TYP.

4' MIN.4' MIN.

EX. TREE

EX. TREE

EX. TREE

EX. ROCK

EX. ROCK

5' TYP.

5' TYP.

(2) FOOD LOCKERS,

SEE PLANS FOR LOCATION

FOOD LOCKER, SEE

PLANS FOR LOCATION

16' TYP.

16' TYP. 18' TYP.

25' TYP.

16' TYP.

16' TYP.

25' TYP.

25' TYP.

16' TYP.

16' TYP.

HARDENED

AGGREGATE

SURFACE

TENT PAD

SEE PLANS

FOR

LOCATION

LIVING AREA

FIRE RING

PICNIC TABLE

G-10

D-8

D-8

D-8

COMPACTED NATIVE SOIL,

SCARIFY 3", REMOVE ROCKS, LEVEL

AND RE-COMPACT TO STABILIZE

TENT PAD

SEE PLANS

FOR

LOCATION

LIVING AREA

(2) FIRE RINGS

(2) PICNIC TABLES

D-8

D-8

COMPACTED NATIVE SOIL,

SCARIFY 3", REMOVE ROCKS,

LEVEL AND RE-COMPACT TO

STABILIZE

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.

TENT PAD

SEE PLANS

FOR

LOCATION

COMPACTED NATIVE SOIL,

SCARIFY 2"-3", REMOVE ROCKS,

LEVEL AND RE-COMPACT TO

STABILIZE

D-8

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 TRAIL.

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

TRAIL AS REQUIRED.

9. AT SINGLE CAMPSITES, CONTRACTOR TO INSTALL (1) ANIMAL PROOF FOOD LOCKER, (1) UNIVERSAL ACCESS PICNIC TABLE AND (1) CAMPFIRE RING AT EACH SITE.

10. AT DOUBLE CAMPSITES, CONTRACTOR SHALL INSTALL (2) ANIMAL PROOF FOOD LOCKERS, (2) UNIVERSAL ACCESS PICNIC TABLES AND (2) CAMPFIRE RINGS AT EACH SITE.

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

12. ALL SINGLE SITE LIVING AREAS WILL BE A MINIMUM OF 450 SQ FT., AND ALL DOUBLE SITE LIVING AREAS SHALL BE A MINIMUM OF 650 SQ FT UNLESS NATURAL OBJECTS ARE INCORPORATED THAT CHANGE THE SQUARE FOOTAGE WHILE STILL MAINTAINING

ALL REQUIRED MINIMUM CLEAR SPACES.

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

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

15. 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

PLAN VIEW

TENT PAD/LIVING AREA SECTION VIEW

:1

T Y

P

Y

P

2% SLOPE MAX

TENT PAD

EXISTING SLOPE

EXISTING SLOPE

FINISHED GRADE

(TYP)

EX. TREE

AS SHOWN ON PLANS

LIVING AREA

4" COMPACTED AGGREGATE GRADING BASE COURSE,

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.

HARDENED

AGGREGATE SURFACE

G-10

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

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

COMPACTED NATIVE SOIL

SHOULDER (TYP.)

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.

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

GAOA SCENIC

BYWAY -

CAMPGROUNDS

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

CAMPSITE

DETAILS

10/30/2024

CESAR S.

CESAR S.

ANTONIO C.

G-07 8 28

SIDE VIEW

FRONT VIEW

NOTES:

1. 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 - DRAWING #57867 WITH

ADDITIONAL SNOW LOAD SUPPORT AND EMBOSSED WOOD GRAIN SURFACE' OR APPROVED

EQUAL BY THE FOREST SERVICE REPRESENTATIVE. 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-8

NTS

"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

G-8

NTS

PICNIC TABLE

FINISHED GRADE

MODEL 68 II DUCKBILL

EARTH ANCHOR OR

APPROVED EQUAL

3/16" PVC COATED

GALVANIZED CABLE

(CABLE DIAMETER

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-8

INSTALLATION

NOTES:

1. 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. "ADA COMPLIANT 24 CUBIC FOOT CAPACITY

FOOD STORAGE LOCKER, MODEL#: 'FS24-UP', POWDER COATED TIGER

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

SERVICE REPRESENTATIVE.

BEAR RESISTANT FOOD STORAGE

LOCKER, MODEL#: 'FS24-UP'

10"

DIA.

FOOD LOCKER

G-8

NTS

24"

29"

47"

45"

FIRE RING

G-8

NTS

G-10

GRATE ROTATES 180 DEGREES

TO OUTSIDE FIRE RING

8" DIA. X 24" CONCRETE

FOOTING (MIN)

MODEL#: FSW/SL-30/18/PA or equivalent.

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. RECOMMENDED PROVIDER FOR FIRE RINGS IS PILOT ROCK

www.pilotrock.com, (712) 225-5115. Model FSW/SL-30/18/PA or equivalent approved by CO.

2. Fire ring grate shall support snow loads no less than 560 lbs/sqft., ring side height not less than 11inches, with angle spade anchors and meet

ADA guidelines.

CONSTRUCT

HARDENED

AGGREGATE

SURFACE

8" DIA. X 24" CONCRETE

FOOTING (MIN)

G-10

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

GAOA SCENIC

BYWAY -

CAMPGROUNDS

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

CAMPSITE

FURNITURE

DETAILS

10/30/2024

CESAR S.

CESAR S.

ANTONIO C.

G-08 9 28

"DO NOT ENTER" SIGN

G-9

NTS

STOP

4"

30"

30"

1'-6"

STOP SIGN (R1-1)

NOTE 3 AND 11

5' MIN

"ONE WAY" SIGN

G-9

NTS

4"

18"

24"

1'-6"

ONE-WAY SIGN (R6-2)

NOTE 3 AND 11

ONE

WAY

4"

30"

30"

4'-0"

1'-6"

NOTE 3 AND 11

EDGE ROAD SURFACE

5' MIN

DO NOT

ENTER

DO NOT ENTER SIGN

5' MIN

G-9

NTS

"STOP" SIGN

CAMPING UNITS SIGN

NTS

CAMPING

UNITS

1-8

19"

19"

4"

3'-0"

4'-11"

6"

6"

8'-11"

1'-6"

NOTE 4

NOTE 3 AND 11

NOTES:

1. THE FINAL CONTENT, ARROW DIRECTION, AND SIGN SIZES TO BE

APPROVED BY THE FOREST SERVICE DURING THE SUBMITTAL

PROCESS.

2. CAMPING UNITS SIGNS SHALL BE 19"X19"X3/4" REFLECTIVE

ALUMINUM SIGN W/ 3" LETTERS, NUMBERS AND ARROWS IN 'WHITE

COLOR' ON 'BROWN' BACKGROUND WITH 3/8" 'WHITE' BORDER,

2'

MIN

ROAD

4'-0"

DIRECTIONAL SIGN

NTS

SEE BELOW FOR

CONTENT INFORMATION

NOTE 1

4"X4" POSTS, SEE NOTES 3 AND 11

4"

6"

1'-4"

6"

20"

4"

20"

7'-0"

4'-0"

11'-0"

5' MIN

40"

NOTES:

1. THE FINAL CONTENT, ARROW DIRECTION, AND SIGN SIZES TO BE

APPROVED BY THE FOREST SERVICE DURING THE SUBMITTAL PROCESS.

2. FINAL CONTENT FOR FLOOD WARNING SIGN TO BE PROVIDED BY SCE.

G-9

G-9

CAMPGROUND

INSTALL CAMPING

UNIT SIGNS BEHIND

ROCK AND POST

BARRIERS

SIGN INSTALLATION

1) CARRIAGE BOLT (3/8")

2) GALV. WASHER

3) SIGN

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

5) METAL WASHERS

6) ANTI-VANDALISM NUT

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 PRESSURE TREATED 4"X4" UNLESS SPECIFIED,

4. ALL POSTS SHALL BE SECURED BY COMPACTED NATIVE SOIL AROUND THE

BASE OF THE POST.

5. SUGGESTED VENDOR FOR RECYCLED PLASTIC SIGNS IS:

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. ALUMINUM SIGNS SHEETING SHALL BE REFLECTIVE AS FOLLOWS AND HAVE

ANTI-VANDALISM HARDWARE.

6.1. Stop, Do no enter Diamond Grade(DG)

6.2. One Way High Intensity prism (HIP)

6.3. All other signs Engineering Garde(EG)

7. 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.

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

BY THE FOREST SERVICE IN COORDINATION WITH THE CONTRACTOR.

9. BREAKAWAY HOLES SHALL BE PERPENDICULAR TO THE DIRECTION OF

VEHICLE TRAVEL. TREAT BREAKAWAY HOLES WITH PRESERVATIVE.

10. ALL SIGNS SHALL BE INSTALLED 2' MIN FROM EDGE OF ASPHALT, AND

WHERE BOLLARDS ARE PRESENT, SHALL BE INSTALLED 0.5' BEHIND BACK

OF BOLLARD. CAMPING UNIT SIGNS SHALL BE INSTALLED EVEN WITH

BOLLARDS.

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

APPROVED EQUAL). SEE SPECIFICATIONS.

SIGN AND POST INSTALLATION NOTES

NTS

G-9

2'

MIN

9-18

NOTE 4

4"

18"

4'-0"

EDGE ROAD SURFACE

2'

MIN

4'-0"

EDGE ROAD SURFACE

2'

MIN

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

GAOA SCENIC

BYWAY -

CAMPGROUNDS

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

SIGN DETAILS 2

10/30/2024

CESAR S.

CESAR S.

ANTONIO C.

G-9 10 28

2% SLOPE PER PLANS

M

X

X

NOTES:

1. ALL COLORED CONCRETE SURFACES SHALL BE APPROVED BEFORE PLACEMENT.

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 CO.

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

APPROVAL OF DESIRED STAMPED TEXTURE FINISH.

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 L E

A R

I N

G

H E

I G

STAMPED COLORED CONCRETE SECTION

G-10

NTS

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

X

X

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

G-10

NTS

12in WIDE COMPACTED

NATIVE SOIL SHOULDER

(TYP.)

MAXIMUM FINISHED SUBGRADE WIDTHS:

3' TRAILS - 5'

5' TRAILS - 8'

OUTDOOR RECREATION ACCESS ROUTE (ORAR)

G-10

NTS

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.)

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 18" O.C. BOTH WAYS

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 GRADING BASE COURSE, 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

GAOA SCENIC

BYWAY -

CAMPGROUNDS

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

OUTDOOR

RECREATION

ACCESS ROUTES

(ORAR) DETAILS

10/30/2024

CESAR S.

CESAR S.

ANTONIO C.

G-10 11 28

TRASH BIN

ENCLOSURE

WALL

NOTES:

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

SPECIFICATIONS. COLOR SHALL BE "DARK CHOCOLATE" OR APPROVED

EQUAL BY FOREST SERVICE REPRESENTATIVE.

2. 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".

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

AND APRON TOWARDS ROAD TO ALLOW FOR PROPER DRAINAGE.

4. SUGGESTED MANUFACTURE FOR DUMPSTER IS:

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

G-11

NTS

TYPICAL POST BASE INSTALLATION

NTS

RAILROAD TIE WHEEL STOP

NTS

ANCHOR

8"

8"

24" STAKES. (3 PER WHEEL STOP)

NOTES:

1. PRESSURE TREATED WHEEL STOPS SHALL BE DOUGLAS FIR GREEN ROUGH SAWN NO. 1 GRADE, HEAVY DUTY (UC4B) 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) 3/4" X 24".

5. 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. HEAD OF THE STAKE SHALL BE FLUSHED WITH THE TOP OF THE CAR STOP. THE ANCHOR HOLES IN THE RAILROAD TIES SHALL BE PREDRILLED.

G-11

A

G

G

R

E

G

A

B

R

O

N

S

L

O

F

C

O

N

C

R

E

A

B

O

C

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

5'-0"

1'-1"

O

C

O

C

BASE OR EQUAL

USE SIMPSON CB66 POST

A

3'-10"

1" 45° CHAMFERED EDGES ON POSTS

CONCRETE SLAB

R=2'

E

D

G

V

E

M

E

N

T

V

A

R

I

E

S

P

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-10

6"

STANDARD SIZED 8"X8"

ROUGH CUT PRESSURE

TREATED TIMBER

RAILROAD TIE

CONCRETE SLAB

G-11

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.

" 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

GAOA SCENIC

BYWAY -

CAMPGROUNDS

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

TRASH

ENCLOSURE AND

DUMPSTER

DETAILS

10/30/2024

CESAR S.

CESAR S.

ANTONIO C.

G-11 12 28

ROCK AND POST BARRIER

G-12

NTS

C C

BARRIER POSTS

MAXIMUM

FINISH

GRADE

O.C.MAX.

MAX.

MINIMUM

X

1 MIN.

TYPICAL ROCK GROUPING DETAIL

Good set

Poor 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 I N

3'-5"

4'-0" 4'-0"

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 I N

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.

G-12

NTS

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.

2' DIAMETER

3'-4"

3'-6"'

FEE TUBE

D-12

NTS

SECTION ELEVATION

8" (TYP.)

2" CLR,

TYP

NOTES:

1. FEE TUBE SHALL MEET OR EXCEED MANUFACTURED BY ROCK ART SIGNS AND MARKERS,

480-854-3400

2. POST SHALL BE MODEL #03-561-BASE. DEPOSIT BOX SHALL BE MODEL #03-564.

3. THE FINAL LOCATION OF THE FEE TUBE TO BE DETERMINED IN THE FIELD BY THE SCE

EDISON REPRESENTATIVE IN COORDINATION WITH THE CONTRACTOR

2"

CLR,

TYP

PLAN VIEW

ROCK ART REMOVABLE FEE

DEPOSIT BOX ASSEMBLY,

MODEL #03-564

ROCK ART "HARD ROCK RANGER"

8"X8"X80" SQUARE TUBE, MODEL

#03-561-BASE (STEEL CONSTRUCTION)

NO. 4 REBAR HOOPS

UNDISTURBED SOIL

COLORED MINOR CONCRETE

FOOTING

NO. 4 REBAR CAGE

(12" O.C. MAX. BOTH WAYS)

ROCK ART "HARD ROCK RANGER"

8"X8"X80" SQUARE TUBE, MODEL

#03-561-BASE (STEEL CONSTRUCTION)

NO. 4 REBAR CAGE

(12" O.C. MAX. BOTH WAYS)

24" DIA. X 40" DEEP

COLORED MINOR

CONCRETE FOOTING

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

GAOA SCENIC

BYWAY -

CAMPGROUNDS

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

BARRIERS AND

FEE TUBE

DETAILS

10/30/2024

CESAR S.

CESAR S.

ANTONIO C.

G-12 13 28

12" MIN

(TYP)

OD + 2' MINOD + 2' MIN

12" MIN

(TYP)

6" 6"

IN PAVEMENT

12"

12"

1'

PROFILE

ROCK DISSIPATER

G-13

NTS

ROCK LINED DITCH

G-13

NTS

18" CULVERT

G-13

NTS

ISOMETRIC

TYPICAL CULVERT TRENCH

G-13

NTS

OUTLET

G-13

NTS

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.

3' TYP.

1' TYP.

F

L

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

10 " Corrugated

Metal Pipe

EXISTING GRADE

PLACE TRACKOUT ROCK 4"X6" IN

CHANNEL, MIN. OF 8" THICKNESS

NATIVE BACKFILL, SEE

SPECIFICATIONS FOR COMPACTION

REQUIREMENTS

FINISH GRADE. EXISTING GROUND

NATIVE BACKFILL, SEE

SPECIFICATIONS FOR

COMPACTION REQUIREMENTS

FLOW LINE OF DITCH

EDGE OF ROCK LINED DITCH

PLACE TRACKOUT ROCK 4"X6" IN

CHANNEL, MIN. OF 8" 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'

F L

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

4'

1'

MIN. SEE PLANS FOR RADIUS/DIMENSIONS

SEE CULVERT DETAIL WHEN CURB

OUTLETS TO CULVERT

CAMPGROUND

ROAD

CULVERT INLET: