L-2.0.pdf

DRIVEWAY PARKING AREA

EDGE OF ROAD

PLACE 2-1/2" ASPHALT

CONC

PLACE AND COMPACT

4" CLASS 2 AGG BASE,

3/4" MATERIAL

COMPACT FILL

(E) GROUND

12" SHOULDER TYP

EDGE OF PAVING

ROAD

SCALE:

PARKING SPUR PLAN TYP

1/8" = 1'-0"

SCALE:

PARKING SPUR PROFILE

1/8" = 1'-0"

NOTES:

1. PARKING AREA:

1.1. 25' MIN IN 25' & 35' SPURS

1.2. 35' MIN IN 50' SPURS

2. DRIVEWAY:

2.1. VARIES

3. PARKING AREA SHALL HAVE 2% MAX SLOPE. 3% MAY BE USED WHERE DETERMINED BY FS.

SCALE:

PARKING SPUR DIMENSION SCHEDULE

1'=1'-0"

PARKING SPUR SCHEDULE

SIZE CAMPSITE NUMBER

16' X 25' 5, 6, 9, 11, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24, 25, 26, 27, 28, 39, 41, 44, 45, 48, 49

16' X 35' 3, 7, 8, 10, 33, 36

16' X 50' 1, 4, 29, 30, 34, 35, 47, 50

20' X 35' 13, 31, 32, 46

20' X 50' 2, 37, 40, 42, 43

36' X 50' 12, 38

SCALE:

PARKING SPUR SECTION DETAIL

1/4" = 1'-0"

1'

ROADBED/PARKING WIDTH

VARIES SEE SCHEDULE 1' VARIESVARIES

LIMITS OF CLEARING

(E) GROUND

CONSTRUCT CUT-SLOPE@ 3:1

UNLESS OTHERWISE SHOWN ON

PLANS

2-1/2" ASPHALT CONC

2% SLOPE

4" AGG BASE

COMPACTED FILL

NOTE: ANY TREE GREATER THAN 6" WILL BE

DESIGNATED FOR REMOVAL BY THE FS

NOTES:

1. ASPHALT CONC SHALL BE 1/2" CAL TRANS MIX SEE SPECS.

2. AGG BASE SHALL BE CLASS 2, 3/4" MATERIAL

3. SCARIFY (E) ASPHALT PAVEMENT/CHIP SEAL TO THE DEPTH OF 6" FOR THE FULL WIDTH OF THE SPUR.

4. MAX SIZE FOR PULVERIZED MATERIAL SHALL BE 4". PULVERIZED MATERIAL MAY BE UTILIZED FOR FILL ONLY.

5. WHERE ACCESS IS REQUIRED BETWEEN SPUR AND CAMPSITE, WALKWAYS ARE PREFERRED @ 5% GRADE

MAX. WHEN THIS CONDITION IS NOT POSSIBLE STEPS SHALL BE CONSTRUCTED.

3:1 SLOPE

NOTES:

1. ENTIRE ROAD SHALL BE SWEPT TO ESTABLISH (E) LIMITS OF PAVEMENT PRIOR TO APPLYING TACK

COAT

2. ENTIRE LIMITS OF (E) PAVEMENT SHALL RECEIVE SS-1H TACK COAT

2-1/2" MIN ASPHALT CONC OVERLAY 1/2"

CAL TRAN MIX. SEE SPECS

COMPACTED AGG BASE SHOULDER

(E) ROAD

COMPACTED AGG BASE SHOULDER

OVERLAY TO LIMITS OF EXISTING PAVEMENT

(APPROXIMATELY 10'-0" ROAD WIDTH)

1'-0"

SCALE:

ROAD OVERLAY DETAIL

1/4"=1'-0"

CLEARING LIMIT

2'-0"

1-1/2:1 SLOPE

SCALE: 1/8"=1'-0"

CAMP UNIT DETAIL

3:1 CUT SLOPE

FG SHALL BE 2% MIN IN ALL DIRECTIONS WITHIN

THE CAMP UNIT.

MAINTAIN TREE BOLE ELEVATIONS. TRANSITION

TO FINISHED CAMPSITE GRADE IN 2' RADIUS

AROUND TREE

DIMENSIONS VARY

COMPACTED SELECT MATERIAL

3:1 FILL SLOPE UNLESS SHOWN ON SITE PLAN

COMPACTED NATIVE MATERIAL OR BORROW

MATERIAL

EX GROUND

NOTES:

1. REMOVE ALL TREES <6", STUMPS AND ROCKS

PROTRUDING FROM FINISHED GRADE WITHIN CAMP

UNIT.

2. CAMPGROUND FURNISHING DETAILS ARE FOUND AS

SHOWN ON LEFT.

3. FOR QUANTITIES SEE SCHEDULE OF ITEMS

ACCESSIBLE PEDESTAL GRILL DETAIL

L-2.2

PICNIC TABLE DETAIL

L-2.2

CAMPFIRE RING DETAIL

L-2.2

FOOD STORAGE LOCKER

L-2.4

1-3

ROAD

EDGE OF PAVING

PRECAST VAULT TOILET

(DOUBLE OR SINGLE). SEE

MANUFACTURERS DWGS

25'

4'-0"

12'-6"

CL

WATER FAUCET

W/ SUMP

TRASH BIN PAD

12" SHOULDER TYP

ROAD

EDGE OF PAVING

ROAD

EDGE OF PAVING

25'8'

12'-6"

CL

L-2.1

6,7,8,9

L-2.1

1,2

L-2.2

L-2.3

L-2.2

INFORMATION PANEL TYP

FEE TUBE

FEE AREA SIGN

4'-0"

NOTE:

1. EXACT LOCATION FOR EACH BOARD SHALL BE STAKED ON THE GROUND BY FS

SCALE:

TURNOUT DETAIL

1/8" = 1'-0"

SCALE:

TURNOUT W/ FEE STATION DETAIL

1/8" = 1'-0"

SCALE:

TURNOUT W/ PRECAST VAULT TOILET DETAIL

1/8" = 1'-0"

12" SHOULDER TYP

12" SHOULDER TYP

NOTES:

1. CENTER PRECAST VAULT TOILET BUILDING (DOUBLE OR SINGLE) INCLUDING CONC PAD TO

CENTERLINE OF TURNOUT.

L-2.0

SEE DETAILS

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DRAWING

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

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NO. DATE REVISIONS

SERVICE

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DISTRICT RANGER

FOREST ENGINEER

FOREST SUPERVISOR

FOREST RECREATION

OFFICER

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04/01/2010