GAOA_JerseydaleCG_Rehab_Phase4_PlanDrawings_060722_Revised_FINAL.pdf

PROJECT LOCATION

PROJECT SITE

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

i COVER SHEET 4/6/2022

G-1 INDEX SHEET 4/6/2022

G-2 SITE PLAN 1 4/6/2022

G-3 SITE PLAN 2 4/6/2022

G-4 SIGN AND WHEEL STOP DETAILS 4/6/2022

G-5 SINGLE VAULT TOILET BUILDING DETAILS 4/6/2022

G-6 GATE DETAILS 4/6/2022

G-7 TRASH ENCLOSURE DETAILS 4/6/2022

G-8 ORAR AND TENT PAD DETAILS 4/6/2022

G-9 TENT PAD AND AGGREGATE BASE APRON DETAILS 4/6/2022

G-10 DOUBLE VAULT TOILET BUILDING DETAILS 4/6/2022

G-11 STEP AND DRAINAGE DITCH DETAILS 4/6/2022

G-12 CONSTRUCTION SIGNS 4/6/2022

GAOA JERSEYDALE CAMPGROUND REHABILITATION

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

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

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

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

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

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

PHASE 4 PROJECT

DISTRICT RANGER

RECOMMENDED BY:

DIRECTOR OF ENGINEERING

APPROVED:

FOREST ENGINEER

DATE

DATE

RO FACILITIES PROGRAM MANAGER

DATE

DATE

FOREST SUPERVISOR

DATE

4/8 /22

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REGION 5

SIERRA NATIONAL FOREST

MARIPOSA COUNTY

CALIFORNIA

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PROJECT AREA

SHEET G-3

PROJECT AREA

SHEET G-2

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST REGION

GAOA

JERSEYDALE

CAMPGROUND

REHABILITATION

PHASE 4

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

INDEX SHEET

4/6/2022

CESAR S.

CESAR S.

SANDRA T.

G-1 2 13

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GENERAL NOTES:

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

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

PROTECTED DURING CONSTRUCTION.

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

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

THOSE FACILITIES.

3. THE FOREST ARCHEOLOGIST SHALL BE ONSITE TO MONITOR THE CONSTRUCTION

ACTIVITIES NEAR THE BOUNDARIES OF THE CULTURAL SITE TO ENSURE AVOIDANCE. THE

CONTRACTOR TO PROVIDE ADEQUATE NOTICE PRIOR TO WORK NEAR THE CULTURAL

SITE.

CONSTRUCT 5' WIDE X 10' LONG

EXPOSED AGGREGATE CONCRETE

ORAR (TOTAL 50 SQFT),

SEE GRADING NOTES

G-8

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CONSTRUCT 30'X30' COMPACTED NATIVE

SOIL TENT PAD (TOTAL 900 SQ.FT.)

CONSTRUCT 5' WIDE X 32' LONG

EXPOSED AGGREGATE CONCRETE

ORAR (TOTAL 160 SQ.FT.),

SEE GRADING NOTES

G-8

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INSTALL SINGLE VAULT TOILET

BUILDING (TOTAL 1 EA)

INSTALL EQUESTRIAN STAGING

SIGN (TOTAL 1 EA)

G-4

INSTALL EQUESTRIAN

SITES SIGN

G-4

G-5

CONSTRUCT TRASH ENCLOSURE

(TOTAL 1 EA)

CONSTRUCT 4' WIDE X 40' LONG COMPACTED

NATIVE SOIL ORAR (TOTAL 160 SQ FT)

REMOVE AND DISPOSE EXISTING STUMPS

(TYP.) (TOTAL 5 EA)

G-8

G-9

G-7

G-9

G-9

CONSTRUCT 4' WIDE X 310' LONG

COMPACTED NATIVE SOIL ORAR

(TOTAL 1240 SQ FT)

G-8

CONSTRUCT (3) 12.5'X16' COMPACTED

NATIVE SOIL TENT PADS 15' APART FROM

EACH OTHER (TOTAL 600 SQ.FT.)

G-9

CONSTRUCT TRASH ENCLOSURE

(TOTAL 1 EA)

G-7

G-9

G-10

CONSTRUCT A DRAINAGE DITCH AS

PART OF THE EARTHWORK/GRADING

AROUND THE TOILET BUILDING FOR

PROPER DRAINAGE

CONSTRUCT TRASH

ENCLOSURE

(TOTAL 1 EA)

G-7

G-9

G-11

GRADING NOTES:

1. SINGLE TOILET BUILDING:

2. DOUBLE TOILET BUILDING:

EDGE OF ROAD

CULTURAL SITE,

SEE GENERAL NOTE 3

31' APPROX.

FROM EDGE OF ROAD

TO CULTURAL SITE

INSTALL DOUBLE VAULT TOILET BUILDING

(TOTAL 1 EA)

CONSTRUCT THIS SECTION OF THE CONCRETE

ORAR AT 2% AND UP TO 8.33% MAX. RUNNING

SLOPE AND 2% CROSS SLOPE. THE CONCRETE

ORAR SHALL BE FLUSH WITH TOP OF THE

TOILET BUILDING FINISH FLOOR. ALL SLOPES

SHALL DRAIN AWAY FROM BUILDING. SEE

DETAIL 2/G-8.

CONSTRUCT THIS SECTION OF THE CONCRETE ORAR

AT 2% SLOPE IN ANY DIRECTION TO MATCH GRADES OF

THE EX. FAUCET SLAB. THE CONCRETE ORAR SHALL BE

FLUSH WITH THE EX. FAUCET SLAB. ALL SLOPES SHALL

DRAIN AWAY FROM BUILDING. SEE DETAIL 2/G-8.

7'

5'

CONSTRUCT THIS SECTION OF THE CONCRETE ORAR AT 2%

AND UP TO 8.33% MAX. RUNNING SLOPE AND 2% CROSS

SLOPE. ALL SLOPES SHALL DRAIN AWAY FROM BUILDING

AND INTO DRAINAGE DITCH. SEE DETAIL 2/G-8.

CONSTRUCT THIS SECTION OF THE CONCRETE ORAR AT 2%

SLOPE IN ANY DIRECTION TO MATCH GRADES OF THE EX.

FAUCET SLAB. THE CONCRETE ORAR SHALL BE FLUSH WITH

THE EX. FAUCET SLAB AND FLUSH WITH TOP OF THE TOILET

BUILDING FINISH FLOOR. ALL SLOPES SHALL DRAIN AWAY

FROM BUILDING AND INTO DRAINAGE DITCH. SEE DETAIL 2/-G-8.

EDGE OF ROAD

R=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

JERSEYDALE

CAMPGROUND

REHABILITATION

PHASE 4

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

SITE PLAN 1

4/6/2022

CESAR S.

CESAR S.

SANDRA T.

G-2 3 13

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REMOVE AND DISPOSE EXISTING GATE AND

INSTALL SINGLE GATE (TOTAL 1 EA)

NOTES:

1. DURING THE PRE-CONSTRUCTION MEETING, THE CONTRACTOR AND FOREST SERVICE WILL IDENTIFY IN

THE FIELD THE EXISTING TREES AND ROCK FEATURES TO BE PROTECTED DURING CONSTRUCTION.

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

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

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CONSTRUCT TRASH ENCLOSURE

(TOTAL 1 EA)

PROTECT EX. TREES (TYP.)

INSTALL STOP SIGN

(TOTAL 1 EA)

G-4

G-6

G-7

INSTALL KEEP RIGHT SIGN

(TOTAL 1 EA)

G-4

G-9

INSTALL STEPS (TOTAL 6 EA)

G-11

G-11

INSTALL STEPS (TOTAL 8 EA)

G-11

INSTALL STEPS (TOTAL 8 EA)

INSTALL STEPS (TOTAL 9 EA)

G-11

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

JERSEYDALE

CAMPGROUND

REHABILITATION

PHASE 4

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

SITE PLAN 2

4/6/2022

CESAR S.

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SANDRA T.

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G-4

NTS

STOP

4"

30"

30"

7'-10"

4'-0"

11'-10"

6"

6"

1'-6"

STOP SIGN (R1-1)

NOTE 1

NOTE 3

NOTE 4

ROAD

5' MIN

STOP SIGN

NOTE 2

2'

MIN

EQUESTRIAN SIGN

G-4

NTS

EQUESTRIAN

SITES

19"

19"

4"

3'-0"

4'-11"

6"

6"

8'-11"

1'-6"

SIGNS SHALL BE 19"X19"X3/4" REFLECTIVE

ALUMINUM SIGN W/ 3" LETTERS AND ARROWS IN

'WHITE COLOR' ON 'BROWN' BACKGROUND WITH

3/8" 'WHITE' BORDER,

SEE BELOW

NOTES:

1. THE FINAL CONTENT, ARROW

DIRECTION, AND SIGN LAYOUT

AND SIZE TO BE APPROVED

BY THE FOREST SERVICE

DURING THE SUBMITTAL

PROCESS.

2. REFERENCE SIGN AND POST

INSTALLATION NOTES, DETAIL

4/G-4.

2'

MIN

ROAD

4'-0"

4"

18"

BREAKAWAY HOLES

2" SIZE. (TYP.)

NOTES:

1. REFERENCE SIGN AND

POST INSTALLATION

NOTES, DETAIL 4/G-4.

4"

18"

BREAKAWAY HOLES

2" SIZE. (TYP.)

EQUESTRIAN

STAGING

CONCRETE SLAB

TRASH BIN

ENCLOSURE

WALL

6"

ANCHOR

1.5"

3"

24" STAKES. (MODEL #ANC12-3;

3 PER CAR STOP)

NOTES:

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

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

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

· RECYCLED PLASTIC BROWN CAR STOPS, MODEL#: CSL-8PW OR APPROVED EQUAL BY

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

RECOMMENDATIONS.

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

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

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

WITH THE CAR STOPS AND IS ORDERED SEPARATELY.

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

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

APPROVED EQUAL BY THE FOREST SERVICE.

2. DRILL 5/8" DIA. HOLE THROUGH THE CONCRETE PAD AT EACH HOLE LOCATION TO

AVOID FRACTURING THE CONCRETE WHEN DRIVING IN THE STAKE. USE A HEAVY

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

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

ARE PREDRILLED.

OVAL THRU HOLES

RECYCLED PLASTIC BROWN WHEEL STOP

PILOT ROCK MODEL CSL-8PW OR APPROVED

EQUAL BY THE FOREST SERVICE.

Ø3

" GROUND SPACERS

(PART NO. 800-032)

24" STAKES

(MODEL #ANC12-3)

WHEEL STOP - INSTALL

AT CENTER OF TRASH

ENCLOSURE

SIGN INSTALLATION

1) CARRIAGE BOLT (3/8") - TAMPER PROOF

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, TAMPER PROOF AND

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. ALUMINUM SIGNS SHALL BE MANUFACTURED BY:

SAFETY NETWORK TRAFFIC SIGNS, INC., CONTACT PERSON IS ALYS

DAY, ACCOUNT MANAGER NORTHERN CALIFORNIA. 530-906-5854.

alys@snsigns.net. OR APPROVED EQUAL BY THE FOREST SERVICE.

6. 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.

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

BY THE FOREST SERVICE IN COORDINATION WITH THE CONTRACTOR.

8. BREAKAWAY HOLES SHALL BE PERPENDICULAR TO THE DIRECTION OF

VEHICLE TRAVEL. TREAT BREAKAWAY HOLES WITH PRESERVATIVE.

SIGN AND POST INSTALLATION NOTES

G-4

NTS

KEEP RIGHT SIGN

G-4

NTS

7'-4"

4'-0"

11'-4"

6"

6"

1'-6"

KEEP RIGHT SIGN

(R4-7A)

NOTE 1

NOTE 3

NOTE 4

5' MIN

NOTE 2

2'

MIN

24"

4"

18"

KEEP

RIGHT

ROAD

NOTES:

1. REFERENCE SIGN AND

POST INSTALLATION

NOTES, DETAIL 4/G-4.

4"

18"

BREAKAWAY HOLES

2" SIZE. (TYP.)

WHEEL STOP

G-4

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

JERSEYDALE

CAMPGROUND

REHABILITATION

PHASE 4

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

SIGN AND WHEEL STOP

DETAILS

4/6/2022

CESAR S.

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SANDRA T.

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Scale 1/4"=1'-0"

SIDE ELEVATION

Scale 1/4"=1'-0"

SIDE ELEVATION

Scale 1/4"=1'-0"

FRONT ELEVATION

Scale 1/4"=1'-0"

REAR ELEVATION

1'- 1"

8' -0

1'- 1"

5" 4'

-5

13'-0"

4' -1

7 16

5"

4' -5

9" 2'-01 2"

2" 2"

1'- 1"1'- 1"

8' -0

4'

-5

5"

13'-0"

2" 61

2" 5'-101 4"

4' -1

7 16

5"

4' -5

2"2"

9"2'-01 2"

Toilet Holding Tank Access Opening

Toilet Holding Tank Access Opening

Toilet Holding Tank Access Opening

1'-0"∅ Vent Pipe 1'-0"∅ Vent

Pipe

1'-0"∅ Vent Pipe

5'-101 4" 41

2"

7'-9 1 2 "7'-9

2"

3' -0

5" 5"

7'-9 2"

7'-9 1 2 "

1'-0"∅ Vent Pipe

3' -0

2" 5'-101

4"5'-101 4"41

2" 41 2"

Concrete Finish Shown is 6" Lap Siding. The Owner has other exterior finish options to choose from.

Concrete Finish Shown is Wood Grain. The Owner has other exterior finish options to choose from. Concrete Finish

Shown is Wood Grain. The Owner has other exterior finish options to choose from.

Concrete Roof Finish Shown is Cedar Shakes which is Standard. The Owner has other Roof finish options to choose from.

Concrete Finish Shown is 6" Lap Siding. The Owner has other exterior finish options to choose from.

Concrete Finish Shown is Wood Grain. The Owner has other exterior finish options to choose from.

Concrete Finish Shown is Wood Grain. The Owner has other exterior finish options to choose from.

Concrete Roof Finish Shown is Cedar Shakes which is Standard. The Owner has other Roof finish options to choose from.

3"3"

3"3"

7' -5

3 8"

7'-3"

7' -5

3 8"

7'-3"

SINGLE VAULT TOILET BUILDING 1

G-5

NTS

NOTES:

1. TOILET BUILDING SHALL BE INSTALLED BY

BOOM CONCRETE, INC., AN APPROVED

MANUFACTURER OR EQUIVALENT.

2. CONTRACTOR SHALL COORDINATE WITH

MANUFACTURER FOR ALL CONSTRUCTION

REQUIREMENTS, FOUNDATION/SUBGRADE

PREPARATION, AND ADDITIONAL BUILDING

FIXTURES/MATERIALS REQUIRED.

3. CONTRACTOR SHALL COORDINATE WITH

THE FOREST SERVICE FOR BUILDING

LAYOUT, STAKING, GRADES, DRAINAGE,

AND INITIAL SITE PREPARATION.

4. THE FINAL LOCATION OF THE TOILET

BUILDING SHALL BE DETERMINED IN THE

FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

5. SINGLE VAULT TOILET BUILDING SHALL BE

MANUFACTURED BY BOOM CONCRETE,

INC., PO BOX 437, NEWELL, SD 57760.

605-456-2600. MODEL: BOOM CLOVERMIST

SINGLE PLUS RIGHT HAND VAULT TOILET

BUILDING WITH CEDAR SHAKE ROOF IN

RAVEN BLACK COLOR; HORIZONTAL LAP

SIDING WALLS ON GABLE AND EXTERIOR

WALLS IN AUTUMN BROWN COLOR;

TEAKWOOD BROWN COLOR FOR DOORS,

DOOR FRAMES, AND WINDOW TRIMS;

RAPTOR VENT SCREENS, VAULT LINER,

HOLDING TANK CAPACITY 165.2 C.F.

(1235.7 GALLONS), AND HAZE GRAY

COLOR FOR THE FLOORS OR APPROVED

EQUAL BY THE FOREST SERVICE.

6. SEE THE TECHNICAL SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

7. THIS SHEET IS FOR REFERENCE ONLY.

CONTRACTOR TO SUBMIT THE SUBMITTAL

PACKAGE/DRAWINGS TO THE FOREST

SERVICE FOR REVIEW AND APPROVAL OF

THE ACTUAL DIMENSIONS, WALL VENT

LOCATIONS, AND SPECIFIC INFORMATION

REGARDING THIS TOILET BUILDING.

8. CONTRACTOR SHALL INSTALL BACK OF

THE BUILDING SLIGHTLY HIGHER TO

ALLOW WATER TO FREELY DRAIN OUT OF

THE TOILET ROOMS AT 1% SLOPE UNLESS

OTHERWISE APPROVED BY THE FOREST

SERVICE.

9. 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.

FOR

REFERENCE

ONLY

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

JERSEYDALE

CAMPGROUND

REHABILITATION

PHASE 4

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

SINGLE VAULT TOILET

BUILDING DETAILS

4/6/2022

BOOM CONCRETE

BOOM CONCRETE

SANDRA T.

G-5 6 13

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SIDES

WELD BOTH

STEEL SLEEVE

5"Ø X 4"

4"Ø PIPE

(STEEL)

1/2" RING TYP.

WELD ALL AROUND

3/4"

TYP.

G

OFF SIDES

EXTEND 1/2"

STEEL PLATE

1/2" x 5"Ø

B

G

TUBING

2 1/2" x 2 1/2" x 3/16"

6"

1"

1/2" CHAMFER

4" X 10" X 1/4" PLATE

2" x 6" x 1/4" PLATE

3/4"Ø HOLE

CONTINUOUS WELD TO PIPE

CONTINUOUS WELD TO PLATE

4"Ø X 6' BLACK

4" X 10" X1 /4" PLATE

6"

2"3"

1"

1/2" CHAMFER

2"x6" x 1/2" PLATE

CONTINUOUS WELD TO TUBING

2 1/2" TUBING

W/ LATCH PLATE

4"Ø X 6' BLACK IRON PIPE

A

K

CUT 3" x 1/2" NOTCH

B

A

A

A

J

2" x 6" x 1/4" PLATEJ

2" x 6" x 1/4" PLATE

L

L

GATE TO GATE POST CONNECTION (2)

NTS

SLEEVE CONNECTION (1)

ISOMETRIC VIEW

LATCH PLATE (J)

IRON PIPE

2" x 6" x 1/2" PLATE K

F

E

EMBED 4"Ø PIPE

INTO CONCRETE

A

C

TYP.

24"

1'-3"

6"

D

20'-0" O.C.

A

INTERIOR SIDE

GATE LOCKED CLOSED

G

A

T

E

L

O

C

K

E

D

O

P

E

N

H

H

G

B2

PLAN VIEW

O

C

2" x 6" x 1/2" PLATE

2" x 6" x 1/4" PLATE

5" X 3' BLACK IRON PIPE

2 1/2" x 2 1/2" x 3/16" x 14' SQ. TUBING

PORTLAND CEMENT CONCRETE

1/2" x 5"Ø PLATE

1/2" STEEL RINGS

5"Ø x 4" SLEEVE

J

K

I

H

G

F

E

D

C

B

A

ARM GATE

NOTES

KEYED

DESCRIPTION

20 CF

L 4" x 10" x 1/4" PLATE

4"Ø X 6' BLACK IRON PIPE

QUANTITIES

SINGLE

2 1/2" x 2 1/2" x 3/16" x 11' SQ. TUBING

2 1/2" x 2 1/2" x 3/16" x 2' SQ. TUBING

SINGLE ARM GATE

G-6

NTS

2 FT LONG, RED & WHITE,

(1) TYPE 1 BARRICADE

M

(2) TYPE 2 OBJECT MARKER

YELLOW, BOTH SIDES OF POST,

N

N

(2)

M TYPE 1 BARRICADE

N TYPE 2 OBJECT MARKER

O HOLE PLUG

A2 1

4"Ø BLACK IRON PIPE TIE BACK POST

A2

LENGTH VARIES, MAINTAIN 3 FT BURIED

B2

2 1/2" x 2 1/2" x 3/16" x 20' SQ. TUBING1

C A

M P

G R

O U

N D

R O

A D

NOTES:

1. PAINTING: ALL STEEL AND IRON SHALL HAVE ONE COAT OF TYPE I OR II RED PAINT

(AASHTO M-72) AND ONE SHOP COAT OF "DARK CHOCOLATE" COLOR PAINT

(AASHTO M-67). REFERENCE SPECIFICATIONS SECTION 09900 FOR MORE

INFORMATION ON PAINT.

2. WELDING: ALL WELDING SHALL CONFORM TO A.W.S SPECIFICATIONS.

3. INSTALLATION: GATE SHALL BE INSTALLED SO THAT TYPE 1 BARRICADES WILL

APPEAR ON OPEN SIDE OF ROAD FACING PUBLIC. FILL INSIDE OF 4" POSTS WITH

PORTLAND CEMENT CONCRETE TO TOP OF POSTS. INSTALL POST SO GATE IS

LEVEL.

4. TIE BACK POST: TIE BACK POST LENGTH MAY VARY DEPENDING ON SLOPE OF ROAD

AND TO KEEP 3 FT BURIED MIN.

5. LOCATION AND LENGTH OF ARM GATE: THE FINAL LOCATION OF THE GATE AND THE

LENGTH OF THE ARM GATE SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND

APPROVED BY THE FOREST SERVICE.

TIE BACK POST

EDGE OF ROAD

(1) TYPE 2 OBJECT MARKER

YELLOW, THIS SIDE OF POST

N

ONLY, ATTACH WITH TAMPER PROOF

PLAN VIEW ELEVATION

ATTACH WITH TAMPER PROOF

SCREWS

ATTACH WITH TAMPER PROOF

SCREWS (TYP.)

SCREWS

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

JERSEYDALE

CAMPGROUND

REHABILITATION

PHASE 4

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

GATE DETAILS

4/6/2022

FOREST SERVICE

FOREST SERVICE

SANDRA T.

G-6 7 13

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CONCRETE SLAB

POST BASE

6"X6" TREATED POSTS

EDGE OF CONCRETE SLAB

2" MIN. (PB66) AND 3" MIN. (CB66) CLEAR TYP. FROM

GREATER STRENGTH

EMBOSSED FOR

TO RESIST TEARING

STRESS RELIEF HOLES

A

G

G

R

E

G

A

B

A

P

R

O

N

S

L

O

F

C

O

N

C

R

E

A

B

O

C

TREATED D.F. POST

6"x 6"x 5' PRESSURE

4"x 1"x 4'-6" CONSTRUCTION GRADE D.F.

JOIST HANGER PRIMED & PAINTED

ATTACHED TO POST W/JOIST HANGER

2" x 6" CONSTRUCTION GRADE D.F.

5'-0"

1'-1"

O

C

C

SLAB

D.F. @ 3'-10"Ø ABOVE

CONSTRUCTION GRADE

2"x 6" BUMPER RAIL

A

3'-10"

1" 45° CHAMFERED EDGES ON POSTS

CONCRETE SLAB

SEE DETAIL

G-8

TRASH ENCLOSURE

G-7

NTS

TYPICAL POST BASE INSTALLATION (A)

NTS

R=2'

E

D

G

C

M

P

G

R

O

U

N

D

A

D

L

E

N

G

H

V

R

I

E

S

INSTALL (1) WHEEL STOP PER TRASH ENCLOSURE,

NOTES:

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

TECHNICAL SPECIFICATIONS. COLOR SHALL BE "DARK CHOCOLATE" OR

APPROVED EQUAL BY THE FOREST SERVICE.

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

ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS. COLOR SHALL BE

SAME AS POSTS.

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

PAD AND APRON TOWARDS ROAD TO ALLOW FOR PROPER DRAINAGE.

5. THE CONTRACTOR SHALL FURNISH THE DUMPSTER. THE DUMPSTER

SHALL BE MANUFACTURED BY:

HANA CARRASCO

McLAUGHLIN WASTE EQUIPMENT, INC.

11900 E. Locke Rd

LOCKEFORD, CA 95237

Ph. 209-663-0858 hana@mwecans.com

Web Site: www.wastequip.com OR APPROVED EQUAL BY THE

FOREST SERVICE.

MODEL#: CPT4YD, 4 YARD PITCH TOP FRONT LOAD CONTAINER

WITH BEAR-RESISTANT APT METAL LIDS (SLT) LOCKING BAR,

CHAIN, AND SNATCH HOOK IN FOREST SERVICE BROWN COLOR

OR APPROVED EQUAL BY THE FOREST SERVICE.

6. THE FINAL LOCATION OF THE TRASH ENCLOSURES SHALL BE

DETERMINED IN THE FIELD BY THE FOREST SERVICE IN COORDINATION

WITH THE CONTRACTOR.

SEE DETAIL

MODEL#: CPT4YD, 4 YARD PITCH TOP FRONT LOAD CONTAINER WITH

BEAR-RESISTANT APT METAL LIDS (SLT) LOCKING BAR, CHAIN, AND SNATCH

HOOK IN FOREST SERVICE BROWN COLOR

G-4

AGGREGATE BASE APRON

SEE DETAIL

G-9

SIMPSON PB66 POST BASE SHOWN.

SEE BELOW

SIMPSON PB66 POST BASE SHOWN.

CONSULT THE FOREST SERVICE

DURING THE SUBMITTAL PROCESS FOR

FINAL POST BASE TYPE. THE FOREST

SERVICE TO SPECIFY PB66 OR CB66 OR

EQUAL THROUGH SUBMITTAL PROCESS.

M

X

R

U

N

N

I

O

P

E

O

O

P

E

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

JERSEYDALE

CAMPGROUND

REHABILITATION

PHASE 4

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

TRASH ENCLOSURE

DETAILS

4/6/2022

FOREST SERVICE

FOREST SERVICE

SANDRA T.

G-7 8 13

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2% SLOPE IN ANY DIRECTION

1'

Y

P

DIMENSIONS AS SHOWN ON PLANS

EXISTING SLOPE

EXISTING SLOPE

C L

E A

R I N

G

H E

I G

EXPOSED AGGREGATE CONCRETE ORAR/SLAB

G-8

NTS

4" COMPACTED AGGREGATE BASE COURSE,

GRADING B, MIN. OF 95% COMPACTION,

AASHTO T-99, METHOD C OR D

COMPACTED NATIVE

SOIL SHOULDER

BACKFILL FLUSH W/

CONCRETE SURFACE

COMPACTED NATIVE SOIL SUBGRADE,

MIN. OF 95% COMPACTION, AASHTO T-99,

METHOD C OR D

4" DEPTH EXPOSED AGGREGATE CONCRETE

W/ #3 REBAR @ 12" O.C.

NOTES:

1. THE FINAL LENGTH AND LOCATION OF THE EXPOSED AGGREGATE CONCRETE ORARS SHALL BE

DETERMINED IN THE FIELD BY THE FOREST SERVICE IN COORDINATION WITH THE CONTRACTOR.

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

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

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

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

5. REFERENCE GRADING NOTES ON SHEET G-2 FOR MORE INFORMATION.

6. 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.

7. REFERENCE DETAIL 1/G-8 FOR MORE INFORMATION.

COMPACTED NATIVE SOIL ORAR

G-8

NTS

1.

EXISTING SLOPE

EXISTING SLOPE

AS SHOWN ON PLANS

P

P

SLOPE % - SEE NOTE 2

NOTES:

1. THE FINAL LENGTH AND LOCATION OF THE COMPACTED NATIVE SOIL ORARS SHALL BE

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

CONTRACTOR.

2. THE DRAINAGE DIRECTION, GRADES, AND SLOPES FOR THE COMPACTED NATIVE SOIL ORAR

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.

3. REFERENCE DETAIL 1/G-8 FOR MORE INFORMATION.

COMPACTED NATIVE SOIL

SHOULDER BACKFILL FLUSH W/

ORAR

3" COMPACTED NATIVE SOIL, MIN. OF 95%

COMPACTION, AASHTO T-99, METHOD C OR D

USING A VIBRATION PLATE COMPACTOR OR

COMPACTION METHOD APPROVED BY THE

FOREST SERVICE

MAXIMUM FINISHED SUBGRADE WIDTHS:

4' ORARS - 6'

ORAR AND TENT PAD

G-8

NTS

EXISTING GROUND

EXPOSED AGGREGATE

CONCRETE ORAR/SLAB,

COMPACTED NATIVE SOIL

ORAR OR TENT PAD,

SEE DETAIL

G-9

AS SHOWN ON THE PLANS 2'

SAW BRANCHES FLUSH

WITH TRUCK TO AVOID

STUBS (TYP.)

CLEARING LIMITS

CLEARING HEIGHT 10'

FULL BENCH

BALANCED BENCH

NOTES:

1. REMOVE ALL VEGETATION IN THE ORAR AND TENT PAD.

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

BALANCED BENCH.

3. FOR SIDE SLOPES GREATER THAN 10%, ORAR AND TENT PAD TO BE

ALL CUT, SEE FULL BENCH.

4. FOR SIDE SLOPES LESS THAN 5%, ORAR AND TENT PAD 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 ORAR AND TENT PAD.

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

CENTERLINE OF ORAR OR TENT PAD.

8. SAW BRANCHES FLUSH WITH TRUNK ANY TREE BRANCHES

EXTENDING INTO THE CLEARING LIMITS OF THE ORAR AND TENT

PAD.

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 FOR OR AT GROUND LEVEL IF A

FORK MAIN STEM IS NONEXISTENT.

10. CUT ALL LOGS IN ORAR OR TENT PAD 4 FEET UPHILL AND

DOWNHILL OF CENTERLINE OF ORAR AND TENT PAD.

ORAR/TENT

PAD BED

ORAR/TENT PAD BED

EXISTING GRADE

EXISTING GRADE

1'

NO BENCH

ORAR/TENT PAD

BED

EXISTING GRADE

ORAR/TENT PA FG

MATCH EG

ORAR/TENT PAD FG

MATCH EG

ORAR/TENT PAD FG

MATCH EG

NATIVE SHOULDER

BACKFILL FLUSH WITH

ORAR/TENT PAD

2'

CUT

CUT

2% SLOPE

G-8

G-8

COMPACTED NATIVE SOIL SUBGRADE,

MIN. OF 95% COMPACTION, AASHTO T-99,

METHOD C OR D

A

G

G

R

E

G

A

B

S

E

C

O

N

C

R

E

A

B

R=2'

E

D

M

P

G

R

O

U

A

D

L

E

N

G

V

R

I

E

S

AGGREGATE BASE APRON

SEE DETAIL

G-9

A

P

R

O

N

E

X

P

O

S

G

R

E

G

A

T

E

THE FOREST SERVICE IN COORDINATION WITH

THE CONTRACTOR SHALL DETERMINE IN THE

FIELD WHETHER OR NOT AGGREGATE BASE

APRONS ARE NEEDED AT THE CONCRETE ORARS.

M

X

R

U

N

N

I

O

P

E

UNLESS SPECIFIED OTHERWISE

O

S

S

S

L

O

P

E

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

JERSEYDALE

CAMPGROUND

REHABILITATION

PHASE 4

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

ORAR AND TENT PAD

DETAILS

4/6/2022

CESAR S.

CESAR S.

SANDRA T.

G-8 9 13

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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 AGGREGATE BASE APRONS SHALL BE FLUSH WITH THE

TOP OF THE CONCRETE SLABS AND CONCRETE ORARS AND

SHALL BE FLUSH WITH THE AGGREGATE BASE ROAD.

3. THE AGGREGATE BASE APRONS SHALL MATCH THE SLOPES OF

THE ROAD AND SHALL HAVE A 2% TO A MAXIMUM OF 8.33%

RUNNING SLOPE AND 2% CROSS SLOPE TO CONNECT TO THE

TOP OF THE CONCRETE SLABS AND CONCRETE ORARS.

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.

G-8

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

BASE COURSE, GRADING B, MIN. OF

95% COMPACTION, AASHTO T-99,

METHOD C OR D

1' COMPACTED

AGGREGATE

BASE

SHOULDER

BACKFILL

(2' AT CULVERT

CROSSING)

CLEARING WIDTH

C

L E

A R

I N

G

H

E I G

H T

SEE PLAN FOR WIDTHS

1' COMPACTED AGGREGATE BASE

SHOULDER BACKFILL AT 5% SLOPE

(2' AT CULVERT CROSSING).

COMPACTED NATIVE SOIL/UNDISTURBED NATIVE

OR STRUCTURAL FILL (ACCEPTED NATIVE), MIN.

95% COMPACTION, AASHTO T-99, METHOD C OR D

PLUS 1' EACH SIDE

2'

G-9

AGGREGATE BASE APRON

NTS

COMPACTED NATIVE SOIL TENT PAD

G-9

NTS

16'

OR

30'

12.5' OR 30'

TENT PAD

SEE PLANS FOR

LOCATION

COMPACTED NATIVE SOIL,

SCARIFY 3", REMOVE ROCKS,

LEVEL AND RE-COMPACT

PROTECT EX. TREES

(TYP.)

1.

PROTECT EX. NATURAL OBJECTS

SUCH AS ROCKS AND STUMPS

(TYP.)

REMOVE AND DISPOSE EXISTING

STUMPS WITHIN THE TENT PAD (TYP.)

SEE PLANS FOR TOTAL QTY.

EXISTING SLOPE

EXISTING SLOPE

12.5'X16' OR 30'X30'

P

P

2% SLOPE IN ANY DIRECTION

NOTES:

1. THE FINAL LOCATION OF THE TENT PADS SHALL BE DETERMINED IN THE FIELD BY THE FOREST SERVICE

IN COORDINATION WITH THE CONTRACTOR.

2. THE EXISTING NATURAL OBJECTS SUCH AS ROCKS, TREES, AND STUMPS MAY BE INCORPORATED INTO

THE EDGES OF THE TENT PAD AS LONG AS THE SQ.FT. IS MAINTAINED.

3. TENT PADS SHALL BE GRADED WITH SLOPE TO DRAIN WITH NATURAL TOPOGRAPHY, BUT NOT TO

EXCEED 2% IN ANY DIRECTION.

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

CONTRACTOR AND THE FOREST SERVICE. THE FINAL GRADES AND SLOPES SHALL BE APPROVED BY

THE FOREST SERVICE.

5. REFERENCE DETAIL 1/G-8 FOR MORE INFORMATION.

COMPACTED NATIVE SOIL

SHOULDER BACKFILL FLUSH W/

TENT PAD

SECTION VIEW

PLAN VIEW

FOR RUNNING SLOPE SEE NOTES 3 AND 4

CONCRETE ORAR/CONCRETE SLAB

3" COMPACTED NATIVE SOIL, MIN. OF 95%

COMPACTION, AASHTO T-99, METHOD C OR D

USING A VIBRATION PLATE COMPACTOR OR

COMPACTION METHOD APPROVED BY THE

FOREST SERVICE

COMPACTED NATIVE SOIL SUBGRADE,

MIN. OF 95% COMPACTION, AASHTO T-99,

METHOD C OR D

CONSTRUCT THE AGGREGATE

BASE APRON FLUSH WITH THE

TOP OF THE CONCRETE ORAR

AND CONCRETE SLAB

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

JERSEYDALE

CAMPGROUND

REHABILITATION

PHASE 4

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

TENT PAD AND

AGGREGATE BASE

APRON DETAILS

4/6/2022

CESAR S.

CESAR S.

SANDRA T.

G-9 10 13

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Scale 1/4"=1'-0"

SIDE ELEVATION

Scale 1/4"=1'-0"

REAR ELEVATION

1'- 1"1'- 1"

'-1

1 16

6' -1

7 16

5"

18'-0 3 16"

4" 61

2" 8'-13 8"

6' -8

15 16

5" 6'

-1 7 16

2"2"

9"2'-915 16"

Toilet Holding Tank Access Opening

Toilet Holding Tank Access Opening

1'-0"∅ Vent Pipe

1'-0"∅ Vent Pipe

8'-13 8" 41

2"

7'-9 1 2 "7'-9

2"

4' -1

7 8"

5"

'-1

1 16

5" 6'

-1 7 16

18'-0 3 16"

5"

1'-0"∅ Vent Pipe

4' -1

7 8" 2" 8'-13

8"8'-13 8"61

4" 41 2"

1'-8" x 3'-0" windows with hollow metal frames

Scale 1/4"=1'-0"

FRONT ELEVATION

Scale 1/4"=1'-0"

SIDE ELEVATION

6' -8

15 16

5" 6'

-1 7 16

9" 2'-915 16"

2" 2"

Toilet Holding Tank Access Opening

1'-0"∅ Vent Pipe

3'-0" x 6'-8" metal doors with hollow metal frames

Concrete Finish Shown is Wood Grain. The Owner has other exterior finish options to choose from.

Concrete Finish Shown is 6" Lap Siding. The Owner has other exterior finish options to choose from.

Concrete Finish Shown is Wood Grain. The Owner has other exterior finish options to choose from.

Concrete Finish Shown is Wood Grain. The Owner has other exterior finish options to choose from.

Concrete Finish Shown is 6" Lap Siding. The Owner has other exterior finish options to choose from.

Concrete Finish Shown is Wood Grain. The Owner has other exterior finish options to choose from.

3"3"

7'-9 2"

1'- 1"

3"

7'-9 1 2 "

3"

1'- 1"

'-3

7 8"

10'-0 9 16"

'-3

7 8"

10'-0 9 16"

FOR

REFERENCE

ONLY

NOTES:

1. TOILET BUILDING SHALL BE INSTALLED BY

BOOM CONCRETE, INC., AN APPROVED

MANUFACTURER OR EQUIVALENT.

2. CONTRACTOR SHALL COORDINATE WITH

MANUFACTURER FOR ALL CONSTRUCTION

REQUIREMENTS, FOUNDATION/SUBGRADE

PREPARATION, AND ADDITIONAL BUILDING

FIXTURES/MATERIALS REQUIRED.

3. CONTRACTOR SHALL COORDINATE WITH THE

FOREST SERVICE FOR BUILDING LAYOUT,

STAKING, GRADES, AND INITIAL SITE

PREPARATION.

4. THE FINAL LOCATION OF THE TOILET

BUILDING SHALL BE DETERMINED IN THE

FIELD BY THE FOREST SERVICE IN

COORDINATION WITH THE CONTRACTOR.

5. DOUBLE VAULT TOILET BUILDING SHALL BE

MANUFACTURED BY BOOM CONCRETE, INC.,

PO BOX 437, NEWELL, SD 57760. 605-456-2600.

MODEL: BOOM CLOVERMIST DOUBLE VAULT

TOILET BUILDING WITH CEDAR SHAKE ROOF

IN RAVEN BLACK COLOR; HORIZONTAL LAP

SIDING WALLS ON GABLE AND EXTERIOR

WALLS IN AUTUMN BROWN COLOR;

TEAKWOOD BROWN COLOR FOR DOORS,

DOOR FRAMES, AND WINDOW TRIMS;

RAPTOR VENT SCREENS, VAULT LINER,

HOLDING TANK CAPACITY 165.2 C.F. (1235.7

GALLONS), AND HAZE GRAY COLOR FOR THE

FLOORS OR APPROVED EQUAL BY THE

FOREST SERVICE.

6. SEE THE TECHNICAL SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

7. THIS SHEET IS FOR REFERENCE ONLY.

CONTRACTOR TO SUBMIT THE SUBMITTAL

PACKAGE/DRAWINGS TO THE FOREST

SERVICE FOR REVIEW AND APPROVAL OF

THE ACTUAL DIMENSIONS, WALL VENT

LOCATIONS, AND SPECIFIC INFORMATION

REGARDING THIS TOILET BUILDING.

8. CONTRACTOR SHALL INSTALL BACK OF THE

BUILDING SLIGHTLY HIGHER TO ALLOW

WATER TO FREELY DRAIN OUT OF THE

TOILET ROOMS AT 1% SLOPE UNLESS

OTHERWISE APPROVED BY THE FOREST

SERVICE.

9. 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.

DOUBLE VAULT TOILET BUILDING 1

G-10

NTS

CONSTRUCT THE AGGREGATE

BASE APRON FLUSH WITH THE

TOP OF THE CONCRETE ORAR

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

JERSEYDALE

CAMPGROUND

REHABILITATION

PHASE 4

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

DOUBLE VAULT TOILET

BUILDING DETAILS

4/6/2022

BOOM CONCRETE

BOOM CONCRETE

SANDRA T.

G-10 11 13

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STEPS

G-11

NTS

4'-0"

6" TYP

UP TO 1%

SLOPE

S

L

O

P

E

O

P E

2% SLOPE

EXISTING GROUND

COMPACTED

NATIVE MATERIAL

WOOD STEPS

DAYLIGHT FILL

15" TYP

5' LANDING BETWEEN

SETS OF 3 to 5 STEPS TYP. UNLESS

APPROVED OTHERWISE BY THE

FOREST SERVICE TO FIELD FIT

AND CONNECT TO THE CAMPSITES.

15"

18" #4 REBAR ANCHOR

DRIVEN THROUGH DRILLED

HOLES IN TIMBERS (TYP)

WOOD STEP TREAD 6" X 6" X 5' SRS PTDF WITH HALF LAP

JOINT AT BOTH ENDS TO CONNECT WITH STAIR FRAME

6" X 6" X 4' SRS PTDF TIMBER STAIR

FRAME. CUT HALF LAP JOINT ON

EXPOSED END FOR STEP JOINERY

4'

NOTES:

1. STEPS 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 TIMBER SHALL BE .50

PENTACHLOROPHENOL (TYPE A) TREATED MATERIAL (CHOCOLATE BROWN

COLOR), INCISED, #1/BETTER COASTAL DOUGLAS FIR GREEN, INDEPENDENT

INSPECTION AND BMP OR APPROVED EQUAL BY THE FOREST SERVICE.

2. REBAR SHALL BE DRIVEN DOWN 1" BELOW STEP AND THEN CAULKED WITH

ELASTOMERIC SEALANT: ONE PART NON-ACID-CURING SILICONE TYPES; GRADE NS;

CLASS 25 AND SHALL BE BROWN IN COLOR.

3. SAW CUT ENDS SHALL BE RETREATED.

4. STEPS SHALL BE CONSTRUCTED ALONG ALIGNMENT AS SHOWN ON THE PLANS,

HOWEVER FIELD FIT TO INCORPORATE EXISTING NATURAL FEATURES SUCH AS

TREES AND ROCKS.

5. STEPS SHALL TYPICALLY BE 15" ON CENTER, INCLUDING WHEN STEPS ARE ON A

CURVE.

6. PROTECT EXISTING VEGETATION TO THE EXTENT POSSIBLE.

7. STEPS SHALL BE CONSTRUCTED WHEN RUNNING SLOPE OF AN ORAR EXCEEDS 10%.

8. THE FINAL LOCATION OF THE STEPS SHALL BE DETERMINED IN THE FIELD BY THE

FOREST SERVICE IN COORDINATION WITH THE CONTRACTOR.

TREAD

6" X 6" X 4' SRS PTDF

TIMBER BASE FRAME

FOR WOOD STEPS

3" 15"

LANDING

OR

ORAR

LANDING

OR

ORAR

S

L

O

P

E

O

P E

4'-0"

# 4 REBAR ANCHOR

HARDENED AGGREGATE

SURFACE TRAIL

G-11

SECTION 2

SECTION 1

PLAN

EXISTING SLOPE

EXISTING SLOPE

AS SHOWN ON PLANS

P

P

2% 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.

2. SEE SECTION 02340 FOR REQUIREMENTS FOR HARDENED AGGREGATE

SURFACES.

3. HARDENED AGGREGATE AREAS SHALL BE GRADED WITH SLOPE TO

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

DIRECTION.

HARDENED AGGREGATE SURFACE SECTION

G-11

NTS

COMPACTED NATIVE SOIL SUBGRADE,

MIN. OF 95% COMPACTION, AASHTO T-99,

METHOD C OR D

NATIVE SHOULDER BACKFILL

FLUSH W/ AGGREGATE SURFACE

2" COMPACTED AGGREGATE, SURFACE COURSE,

GRADING C, MIN. OF 95% COMPACTION, AASHTO

T-99, METHOD C OR D USING A VIBRATION PLATE

COMPACTOR OR COMPACTION METHOD

APPROVED BY THE FOREST SERVICE

4" COMPACTED AGGREGATE BASE

COURSE, GRADING B, MIN. OF 95%

COMPACTION, AASHTO T-99,

METHOD C OR D

1' TYP.

2' TYP.

1' TYP.

F

L

NOTES:

1. THE TYPICAL DITCH SHALL BE 1 FT DEEP UNLESS DIRECTED

OTHERWISE BY THE FOREST SERVICE.

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

MAX OR AS DIRECTED BY THE FOREST SERVICE.

3. FIELD FIT FLOWLINE TO DAYLIGHT AND DIRECT RUNOFF

AWAY FROM ORAR, FAUCETS, AND TOILET BUILDINGS.

4. SLOPE DITCH TO AVOID PONDING.

5. THE FINAL LOCATION OF THE DITCH SHALL BE DETERMINED

IN THE FIELD BY THE FOREST SERVICE IN COORDINATION

WITH THE CONTRACTOR.

EXISTING GRADE

FOREST SERVICE TO PLACE CLASS II

RIPRAP IN DITCH, MIN. OF 1 FT THICK

(NOT PART OF THIS CONTRACT)

DRAINAGE DITCH

G-11

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

JERSEYDALE

CAMPGROUND

REHABILITATION

PHASE 4

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

STEP AND DRAINAGE

DITCH DETAILS

4/6/2022

CESAR S.

CESAR S.

SANDRA T.

G-11 12 13

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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

GAOA

JERSEYDALE

CAMPGROUND

REHABILITATION

PHASE 4

PROJECT

SIERRA NATIONAL

FOREST

BASS LAKE

RANGER DISTRICT

CONSTRUCTION SIGNS

4/6/2022

FOREST SERVICE

FOREST SERVICE

SANDRA T.

G-12 13 13

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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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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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ONE

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