Gerle Creek Campground Drawing Set.pdf

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DISTRICT RANGER

FOREST ENGINEER

FOREST SUPERVISOR

FOREST RECREATION

OFFICER

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06/23

CORRECTIONS

FOR SURVEY

INDEX TO SHEETS:

0.0 COVER / INDEX

0.1 GENERAL NOTES / MATERIALS & QUANTITIES

0.2 DEMOLITION PLAN

0.3 KEY PLAN

1.0 LAYOUT PLAN

1.1 LAYOUT PLAN

2.0 GRADING PLAN

2.1 GRADING PLAN

3.0 DETAILS

3.1 DETAILS

3.2 DETAILS

3.3 DETAILS

3.4 DETAILS

3.5 DETAILS

SACRAMENTO

EUREKA

REDDING

RENO

SAN FRANCISCO

SAN JOSE

FRESNO

BAKERSFIELD

SAN

DIEGO

LOS

ANGELES

PLACERVILLE

SOUTH LAKE TAHOE

RENO

JACKSON

SACRAMENTO

AUBURN GEORGETOWN

COLFAX

TRUCKEE

STATE OF CALIFORNIA

VICINITY MAP ELDORADO NATIONAL FOREST

LOCATION MAP

PROJECT AREA

PROJECT AREA

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

PACIFIC SOUTHWEST REGION 5

ELDORADO NATIONAL FOREST - PACIFIC RANGER DISTRICT

GERLE CREEK CAMPGROUND REHAB

TO HWY 50

PROJECT AREA

WATER SOURCE

STOCKPILE

LOCATION

BARRIER ROCK

SOURCE

SLASH LANDING

BARRIER ROCK

SOURCE

BARRIER ROCK

& BORROW

SOURCE

GENERAL NOTES:

EROSION CONTROL

1. CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN TO THE CO FOR APPROVAL PRIOR TO START OF

DEMOLITION AND EARTH WORK OPERATIONS

2. EROSION CONTROL SHALL BE INSPECTED FROM TIME TO TIME TO ENSURE FUNCTIONALITY. CONTRACTOR SHALL

TAKE CORRECTIVE ACTIONS TO ENSURE EROSION CONTROL IS WORKING PROPERLY AT ALL TIMES.

3. CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL UPON COMPLETION OF PROJECT.

4. TEMPORARY EROSION CONTROL SHALL BE CONSIDERED INCIDENTAL TO OTHER PAID WORK IN THIS CONTRACT.

DEMOLITION

7. EXISTING CAMP UNIT FURNISHINGS TO BE REMOVED AS SHOWN ON DEMOLITION PLAN. [CAMP UNIT FURNISHINGS TO

BE STOCKPILED SHALL BE MARKED BY NFS.]

8. THE CONTRACTOR SHALL DISPOSE OF ALL DEMOLISHED ITEMS THE FS DOES NOT WISH TO RETAIN OFF NFS LAND.

ALL ITEMS (CAMP FURNISHINGS) TO BE RETAINED SHALL BE STOCK PILED AT CRYSTAL BASIN STATION.

9. THE SLASH WILL BE DISPOSED AT SITE SHOWN ON DWG. THE SPECIFIC SITE SHALL BE DETERMINED BY NFS. THE

SLASH PILE SHALL BE CONSOLIDATED, FREE OF ROCK AND DIRT. STUMPS SHALL BE REMOVED OFF OF NFS LAND

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

SPUR AS SHOWN IN DRAWINGS. MATERIAL PULVERIZED TO < 4" MAY BE USED FOR FILL. SEE DETAIL 4/L-2.2

PULVERIZED FILL SHALL NOT BE USED WITHIN 6" OF FINISH GRADE. ANY SPUR MATERIAL > 4" SHALL BE REMOVED

FROM NFS LAND.

CONSTRUCTION

11. ALL REDWOOD SHALL BE CONSTRUCTION HEART GRADE.

12. ALL VAULT TOILETS SHALL BE CXT ACCESSIBLE DOUBLE OR SINGLE UNIT CASCADIAN CONCRETE PRECAST VAULT

TOILETS OR EQ. SEE DWG

13. WATER LINE WITH APPURTENANCES SHALL BE REPLACED AND LOCATED IN EXISTING WATERLINE TRENCH.

APPURTENANCES INCLUDE: SHUT OFF VALVES, DRAIN LINES, FITTINGS AND ANY OTHER ITEMS NECESSARY TO

REESTABLISH THE WATER SYSTEM.

14. CONTRACTOR SHALL MAINTAIN EXISTING VEGETATION BETWEEN CAMPSITES

15. ALL TREES GREATER THAN 6" TO BE REMOVED SHALL BE MARKED ON THE GROUND BY THE FS PRIOR TO REMOVAL.

16. ALL SPURS WILL BE REALIGNED.

17. APPROXIMATE LOCATION OF CAMPSITES, CAMP TENT PADS, AND CAMP FURNISHINGS (TABLES, CAMPFIRE

RINGS,GRILLS, AND FOOD STORAGE LOCKERS) SHALL BE MARKED ON THE GROUND BY THE FS.

18. ALL CAMP UNITS (EXCEPT DOUBLE UNITS) SHALL BE ENLARGED TO 1200 SQ FT. THE PERIMETER SHALL BE MARKED

ON THE GROUND BY THE FS PRIOR TO PREPARATION. EACH UNIT SHALL CONTAIN 1 FOOD STORAGE LOCKER, 1

TABLE, 1 GRILL AND 1 CAMPFIRE RING. CAMP UNITS SHALL BE GRADED TO NO LESS THAN2% (NO GREATER THAN 3%

WHERE DETERMINED NECESSARY BY NFS) WITH OBSTACLES REMOVED.

19. DOUBLE UNITS SHALL BE ENLARGED TO 2400 SQ FT AND SHALL BE MARKED ON THE GROUND BY THE FOREST

SERVICE PRIOR TO PREPARATION. EACH DOUBLE UNIT SHALL CONTAIN 2 FOOD STORAGE LOCKERS, 2 TABLES, 1

GROUP GRILL AND 1 GROUP CAMPFIRE RING. CAMP UNITS SHALL BE GRADED TO 2% SLOPE WITH OBSTACLES

REMOVED.

20. THE BORROW SOURCE IS COMMERCIAL: "MOUNTAIN AGGREGATES". THE LOCATION IS SHOWN ON COVER SHEET

DWG.

21. THE SOURCE OF BARRIER ROCKS (APPROXIMATELY 1500 ROCKS) TO BE PLACED SHALL BE:

21.1.THOSE GENERATED ON SITE (WITHIN CONSTRUCTION AREAS) IF THEY ARE OF SUFFICIENT SIZE.

21.2.ADDITIONAL BARRIER ROCKS NEEDED TO COMPLETE THE PROJECT WILL BE AVAILABLE IN A LOCATION AS SHOWN

ON COVER SHEET.

22. BARRIER ROCK MEETING SIZE DIMENSIONS SHOWN ON DETAIL 1/L-2.0 SHALL BE PLACED IN LOCATIONS AS SHOWN

ON DWG UNLESS SUFFICIENT BARRIER EXISTS.

23. ROAD SHALL BE REPAIRED WHERE NEEDED AND ENTIRE ROAD SHALL RECEIVE 2-1/2" A/C OVERLAY. SEE DWG.

MISCELLANEOUS

24. ACTUAL CONFIGURATIONS AND QUANTITIES SHOWN ON NFS DWG MAY VARY.

GENERAL SYMBOLS

DETAIL NUMBER

DETAIL SHEET

1/L-2.2 DETAIL NUMBER/DETAIL SHEET

ALIGN

FLUSH

SECTION ARROW - DIRECTION OF CUT

CAMP UNIT (GENERAL SITE AND #)

ABBREVIATIONS:

AGG AGGREGATE GALV GALVANIZED

AQ ACTUAL QUANTITY LS LUMP SUM

CENTERLINE LSQ LUMP SUM QUANTITY

CO CONTRACTING OFFICER LOW LIMIT OF WORK

CON HRT CONSTRUCTION HEART MAX MAXIMUM

CONC CONCRETE MIN MINIMUM

CIP CAST IN PLACE NIC NOT IN CONTRACT

CY CUBIC YARD NFS NATIONAL FOREST SYSTEM

DIA DIAMETER PTDF PRESSURE TREATED DOUGLAS FIR

DQ DESIGN QUANTITY R RADIUS

DWG DRAWINGS SIM SIMILAR

EA EACH SPECS SPECIFICATIONS

EQ EQUAL TYP TYPICAL

(E) EXISTING

FV FIELD VERIFY

FG FINISH GRADE

FS FOREST SERVICE

FOHC FREE OF HEART CENTER

CL

XX

XX

XX

XX

SCHEDULE OF ITEMS

ITEM # DESCRIPTION METHODS OF

MEASUREMENT UNIT QUANTITY

1900 MOBILIZATION LSQ LS 1

2110 CLEARING & GRUBBING LSQ LS 1

2111 - A DEMOLITION - VAULT TOILETS AQ EA 6

2111 - B DEMOLITION - WATERLINES, FAUCETS, & VALVES LSQ LS 1

2111 - C

DEMOLITION - CAMP UNITS: TABLES, FIRERINGS, GRILLS, FOOD

STORAGE LOCKERS, & CAMP UNIT MARKERS LSQ LS 1

2111 - D DEMOLITION - REDWOOD BARRIERS LSQ LS 1

2111 - E LEAD PAINT REMOVAL LSQ LS 1

2210 - A EARTHWORK LSQ LS 1

2210 - B EARTHWORK - BORROW DQ CY 1000

2270 RIP RAP - HAND PLACED LSQ LS 1

2610 - A ASPHALT AQ TON 1300

2610 - B ASPHALT - ROAD PATCHING AQ TON 2

2620 AGGREGATE BASE AQ TON 650

2621 5' AGGREGATE BASE WALKWAY AQ TON 14

2680 TRAFFIC MARKING - DIRECTIONAL ARROWS AQ EA 13

2720 - A CMP CULVERT 18" AQ LF 64

2720 - B CMP CULVERT 24" AQ LF 48

2720 - C CMP CULVERT 36" AQ LF 24

2841 BARRIER ROCK AQ EA 650

2842 - A FEE STATION SIGNAGE LSQ LS 1

2842 - B ROAD SIGNAGE AQ EA 2

2870 - A CAMPSITE - FURNISHING - TABLES - NEW AQ EA 13

2870 - B CAMPSITE - FURNISHING - TABLES - REUSED AQ EA 39

2870 - C CAMPSITE - FURNISHING - FIRERINGS - NEW AQ EA 48

2870 - D CAMPSITE - FURNISHING - GROUP FIRERINGS - NEW AQ EA 2

2870 - E CAMPSITE - FURNISHING - GRILLS - REUSED AQ EA 48

2870 - F CAMPSITE - FURNISHING - GROUP GRILLS - NEW AQ EA 2

2870 - G CAMPSITE - FURNISHING - FOOD STORAGE LOCKERS - REUSED AQ EA 50

2870 - H CAMPSITE - FURNISHING - FOOD STORAGE LOCKERS - NEW AQ EA 2

2870 - I CAMPSITE - FURNISHING - CAMP UNIT MARKER - NEW AQ EA 50

3310 REFUSE BIN PADS AQ EA 8

5500 FEE COLLECTION TUBE AQ EA 1

6609 WOOD STAIRS AQ EA 40

13010 - A PRECAST VAULT TOILET - DOUBLE UNIT AQ EA 4

13010 - B PRECAST VAULT TOILET - SINGLE UNIT AQ EA 4

15251 WATERLINE AND APPURTENANCES LSQ LS 1

15255 FAUCET UNIT WITH SUMP AQ EA 13

FLUSH

ALIGN

SCHEDULE OF ITEMS - OPTIONS

ITEM # DESCRIPTION METHODS OF

MEASUREMENT UNIT QUANTITY

2841 - A BARRIER ROCK AQ EA 100

2841 - B BARRIER ROCK AQ EA 100

2841 - C BARRIER ROCK AQ EA 100

2870 - J CAMPSITE - FURNISHING - TABLES - NEW AQ EA 13

2870 - K CAMPSITE - FURNISHING - TABLES - NEW AQ EA 13

2870 - L CAMPSITE - FURNISHING - TABLES - NEW AQ EA 13

G E

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N

SCALE

0' 64' 128'

TO PICNIC AREA NIC

REDWOOD POST & RAIL TYP

RIP SPURS TYP

TO BE RECONFIGURED SEE LAYOUT PLAN.

WATER LINE FROM SPRING WELL 1-1/2" PVC

REMOVE SLEEVE TYP

(E) DRAIN SUMP TO REMAIN

(E) WATER TANK TO REMAIN

(E) WELL IN METAL BOX

TO REMAIN

DEMOLITION KEY

SYMBOL DESCRIPTION DEMO DISPOSE TO

CULVERT REMOVE ALL (E) CULVERTS OFF NFS LAND

DRAIN VALVE REMOVE ALL (E) OFF NFS LAND

FAUCET REMOVE ALL (E) FAUCETS OFF NFS LAND

REDWOOD 8X8 BARRIER POST REMOVE ALL (E) REDWOOD POSTS OFF NFS LAND

REDWOOD POST & BARRIER RAIL REMOVE ALL (E) WOOD RAIL BARRIERS OFF NFS LAND

SHUT OFF VALVE REMOVE ALL (E) OFF NFS LAND

WOODEN VAULT TOILET REMOVE ALL (E) OFF NFS LAND

WATER LINE REMOVE ALL (E) WATERLINES OFF NFS LAND

SPUR RIP ALL SPURS USE AS FILL / TAKE EXCESS OFF NFS

LAND. SEE SPECS

CAMPS SITE AND FURNISHINGS CLEAR & GRUB / REMOVE FURNISHINGS

AND STORE TO BE REUSED

CLEARING TO SLASH PILE / SELECTED

FURNISHINGS TO BE STORED,

REMAINDER TAKEN OFF NFS LAND

SLEEVE REMOVE ALL (E) OFF NFS LAND

DRAINAGE

TO WENTWORTH SPRINGS ROAD

WATERLINE LOW ABOUT 100' FROM ROAD

WATER LINE GERLE RESERVOIR

(E) DRAIN LINE. WATERLINE LOW

WATERLINE LOW BEFORE ROAD

WATERLINE LOW TO (E) WATER TANK

AND DRAIN SUMP

PAVING LOW

PAVING LOW

GERLE CREEK

RESERVOIR

(E) GENERATOR

BUILDING TO REMAIN

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0.2

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1.1 & 2.1

1.0 & 2.0

44 47

42 41

49 50

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LA

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1" = 60' - 0"

0.3 1.0

N

SCALE

0' 40' 120'

PLACE A/C OVERLAY

(ENTIRE ROAD)

SYMBOL KEY

SYMBOL ITEM DESCRIPTION UNIT QUANTITY

CAMP UNIT CONSTRUCT EA 24

DOUBLE CAMP UNIT CONSTRUCT EA 1

SHUT OFF VALVE INSTALL SHUTOFF VALVE EA 7

BARRIER ROCKS PLACE AS SHOWN ON DWGS EA 439

WATER LINE INSTALL LF 1969'

FAUCET W/ SUMP INSTALL FAUCET / CONSTRUCT SUMP EA 6

REFUSE BIN PAD CONSTRUCT EA 4

PRECAST VAULT TOILET - DOUBLE UNIT INSTALL PER MANUFACTURERS SPECS EA 2

PRECAST VAULT TOILET - SINGLE UNIT INSTALL PER MANUFACTURERS SPECS EA 2

CMP CULVERT 18" / 24" / 36" INSTALL SIZES SHOWN IN DWGS LF 24' /24' / 24'

SLEEVE INSTALL SLEEVE WHERE SHOWN EA 3

ROAD INSTALL ASPHALT OVERLAY TON 760

STREET MARKING - DIRECTIONAL ARROW PAINT ON ROAD AS SHOWN ON DWG EA 9

CAMP UNIT MARKER INSTALL AS SHOWN ON DWG EA 25

TREE - - -

INSTALL FAUCET W/SUMP TYP

PAVING LOW

TO PICNIC AREA NIC

INSTALL TRAFFIC SIGNAGE: DO NOT ENTER

CONSTRUCT TURNOUT WITH FEE STATION

AND MESSAGE BOARD

3.0

3.1

3.1

1-4

DRAINAGE

INSTALL 36" X 24' CMP CULVERT

INSTALL 24" X 24' CMP CULVERT

CONSTRUCT REFUSE BIN PAD TYP

3.1

8,9

INSTALL PRECAST VAULT TOILET - DOUBLE UNIT TYP

INSTALL DRAIN UNIT AT END OF

DRAIN LINE TYP 3.1

CONSTRUCT AGG BASE WALKWAY

3.3

INSTALL WATERLINE IN TRENCH

UNTIL WATERLINE LOW3.1

3.2

INSTALL 18" X 24' CMP CULVERT

(E) 1-1/2" PVC LINE TO PICNIC AREA NIC

WATERLINE LOW BEFORE ROAD

G

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R

EEK

RESERVO

IR

INSTALL SHUT OFF VALVE TYP

3.1

3.3

7,8

3.3

7,8

3.3

7,8

STREET MARKING

DIRECTIONAL ARROW3.3

INSTALL CAMP UNIT

MARKER3.4

TO W

ENTW

ORTH SPRINGS ROAD

CONSTRUCT TURNOUT TYP

INSTALL TRAFFIC SIGNAGE:

KEEP RIGHT

PAVING LOW

3.0

3.2

CONSTRUCT PARKING

SPUR TYP

PLACE BARRIER ROCK TYP

CONSTRUCT

CAMP UNIT TYP

3.3

3.0

3.0

1-4

INSTALL PRECAST VAULT TOILET

- SINGLE UNIT TYP

CONSTRUCT TURNOUT W/

PRECAST VAULT TOILET TYP3.0

3.0

1-4

3.0

1-4

3.0

1-4

MATCHLINE SEE L-1.2

M

ATCHLINE

SEE L-1.2

MATCHLINE SEE L-1.2

3/ 4"

P V

C

LI

N E

3/4" PVC

LIN

E

3/4" PVC LINE

3/ 4"

P

VC

L

IN

E

1-1/2" PVC LINE

1-1/2" PVC LINE

1-1/2" PVC LINE

-1

/2 " P

VC

L

IN

E

DR

AI

N

LI

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3/ 4"

P

VC

3/4" PVC

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1" = 40' - 0"

1.0

(E) BOULDERS TYP

DRAIN

LINE

CONSTRUCT PARKING SPUR TYP

SYMBOL KEY

SYMBOL ITEM DESCRIPTION UNIT QUANTITY

CAMP UNIT CONSTRUCT EA 24

DOUBLE CAMP UNIT CONSTRUCT EA 1

SHUT OFF VALVE PLACE SHUTOFF VALVE EA 6

BARRIER ROCKS PLACE AS SHOWN ON DWGS EA 371

WATER LINE INSTALL LF 1415

FAUCET W/ SUMP INSTALL FAUCET / CONSTRUCT SUMP EA 5

REFUSE BIN PAD CONSTRUCT EA 4

PRECAST VAULT TOILET - DOUBLE UNIT INSTALL PER MANUFACTURERS SPECS EA 3

PRECAST VAULT TOILET - SINGLE UNIT INSTALL PER MANUFACTURERS SPECS EA 1

CMP CULVERT 18" / 24" INSTALL SIZES SHOWN IN DWGS LF 24' / 40'

SLEEVE INSTALL SLEEVE WHERE SHOWN EA 3

ROAD INSTALL ASPHALT OVERLAY TON 540

STREET MARKING - DIRECTIONAL ARROW PAINT ON ROAD AS SHOWN ON DWG EA 13

CAMP UNIT MARKER INSTALL AS SHOWN ON DWG EA 25

TREE - - -

PLACE BARRIER ROCK TYP

CONSTRUCT CAMP UNIT TYP

INSTALL FAUCET W/SUMP TYP

CONSTRUCT TURNOUT W/

PRECAST VAULT TOILET TYP

L-2.1

1-4

L-2.0

L-2.3

L-2.0

L-2.0

1-4

DRAIN SUMP (E)

(E) 5000 GAL CONC STORAGE TANK

WELL HEAD IN METAL BOX (E)

INSTALL 24" X 24'CMP CULVERT

INSTALL WATERLINE IN TRENCH

UNTIL WATERLINE LOW

INSTALL 18" X 40' CMP CULVERT

L-2.3

7,8

INSTALL SHUT OFF VALVE TYP

L-2.1

(E) MECHANICAL BUILDING

L-2.3

7,8

INSTALL CAMP UNIT MARKER

L-2.4

DRAINAGE

L-2.1

1-4

MATCHLINE SEE L-1.1

M

ATCHLINE SEE L-1.1

MATCHLINE SEE L-1.1

N

SCALE

0' 40' 80'

3/4" PVC LINE

3/4" PVC LINE

3/4"

PVC

LIN

E

3/4" PVC LINE

1- 1/2

" P

VC LI

NE

1-1/2" PVC LINE

1-1/2" PVC LINE

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1.1

(E) BOULDER TYP

42 41

49 50

52905291

525852595260

527252705271

5274 5273

52765277

527552765277

52825283

52775278

52795280

N

SCALE

0' 40' 80'

SYMBOL KEY

SYMBOL ITEM

CAMP UNIT (1200 SF)

DOUBLE CAMP UNIT (2400 SF)

(E) 1' CONTOUR LINES

(E) 5' CONTOUR LINES

NEW CONTOUR LINES

APPROXIMATE CAMP AREA*

HIGH POINT

LOW POINT

TREES AT VARYING DIAMETERS

TO PICNIC AREA NIC

G

ER

LE C

R

EEK

R

ESER

VO

IR

TO W

ENTW

ORTH SPRINGS ROAD

MATCHLINE SEE 2.2

M

ATCHLINE SEE 2.2

MATCHLINE SEE 2.2

+LP

+HP

+HP

+HP

+HP

+HP

+LP

+LP

+HP

+HP

+HP

+HP

+HP

+HP

+LP

GRADE CAMP UNIT TYP

L-2.0

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1" = 40' - 0"

2.0

NOTES:

1. THE FINISH GRADE ELEVATIONS SHOWN ARE DISPLAYED TO GIVE THE INTENT OF THE

REQUIRED GRADING AND ARE SHOWN TO INDICATE RELATIVE ALLOWABLE SLOPES FOR

THE ROAD, SPUR, PARKING, CAMP AND WALKWAY AREAS. THE CONTRACTOR IS NOT

REQUIRED TO BUILD TO THE EXACT ELEVATIONS SHOWN. THE CONTRACTOR IS

REQUIRED TO BUILD WITHIN THE MAXIMUM SLOPES SHOWN. THE CONTRACTING

OFFICER MAY DIRECT MINOR ADJUSTMENTS IN THE FINISH GRADE ELEVATIONS AND

HORIZONTAL LOCATIONS TO IMPROVE ROAD, SPUR, PARKING, CAMP AND WALKWAY

TRANSITIONS AND DRAINAGE PATTERNS WITH NO CHANGE IN CONTRACT PRICE.

* APPROXIMATE AREA DENOTES GENERAL LOCATION FOR CAMP UNIT AND NOT

SPECIFIC SHAPE. FINAL SHAPE SHALL BE DETERMINED IN THE FIELD BY FS.

20 21

52995300

52955296

530253

531753185319

531453155316

5317531853195320

53065307

5309531053115312

53025303

53015301

5391539253935394

528852895290

N

SCALE

0' 40' 80'

SYMBOL KEY

SYMBOL ITEM

CAMP UNIT

DOUBLE CAMP UNIT

(E) 1' CONTOURS

(E) 5' CONTOURS

NEW CONTOURS

APPROXIMATE CAMP AREA*

HIGH POINT

LOW POINT

TREES AT VARYING DIAMETERS

STAIRS (QUANTITY 32)

MATCHLINE SEE 2.0

M

ATCHLINE SEE 2.0

MATCHLINE SEE 2.0

NOTES:

1. THE FINISH GRADE ELEVATIONS SHOWN ARE DISPLAYED TO GIVE THE INTENT OF THE

REQUIRED GRADING AND ARE SHOWN TO INDICATE RELATIVE ALLOWABLE SLOPES FOR

THE ROAD, SPUR, PARKING, CAMP AND WALKWAY AREAS. THE CONTRACTOR IS NOT

REQUIRED TO BUILD TO THE EXACT ELEVATIONS SHOWN. THE CONTRACTOR IS

REQUIRED TO BUILD WITHIN THE MAXIMUM SLOPES SHOWN. THE CONTRACTING

OFFICER MAY DIRECT MINOR ADJUSTMENTS IN THE FINISH GRADE ELEVATIONS AND

HORIZONTAL LOCATIONS TO IMPROVE ROAD, SPUR, PARKING, CAMP AND WALKWAY

TRANSITIONS AND DRAINAGE PATTERNS WITH NO CHANGE IN CONTRACT PRICE.

+LP

+LP

+HP

+HP

+HP

+HP

+HP

+HP

+LP

GRADE CAMP UNIT TYP

L-2.0

DW

N

DW

N

DW

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42 41

49 50

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1" = 40' - 0"

2.1

* APPROXIMATE AREA DENOTES GENERAL LOCATION FOR CAMP UNIT AND NOT

SPECIFIC SHAPE. FINAL SHAPE SHALL BE DETERMINED IN THE FIELD BY FS.

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" AGG BASE

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' 3, 5, 6, 14, 15, 16, 17, 19, 20, 21, 22, 23, 25, 27, 40, 46, 47, 48, 49

16' X 35' 13, 26, 41

16' X 50' 1, 4, 28, 29, 35

16' X 45' 10 20' X 25' 31, 36, 37, 38

20' X 35' 12 20' X 50' 39, 42

36' X 50' 7, 45

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 EXISTING PAVEMENT

TO 10'-0" MIN 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. ROCKS TO REMAIN SHALL BE MARKED BY FS.

2. CAMPGROUND FURNISHING DETAILS ARE FOUND AS

SHOWN ON LEFT.

3. FOR QUANTITIES SEE SCHEDULE OF ITEMS

ACCESSIBLE PEDESTAL GRILL DETAIL

3.2

PICNIC TABLE DETAIL

3.2

CAMPFIRE RING DETAIL

3.2

FOOD STORAGE LOCKER

3.4

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" AGG BASE SHOULDER TYP

ROAD

EDGE OF PAVING

ROAD

EDGE OF PAVING

25'8'

12'-6"

CL

3.1

6,7,8,9

3.1

1,2

3.2

3.3

3.2

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" AGG BASE

SHOULDER TYP

12" AGG BASE SHOULDER

TYP

NOTES:

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

CENTERLINE OF TURNOUT.

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3.0

FINISHED GRADE

PAVED APRON

HEAVY GALV EXPANDED METAL

SCREEN WITH 1/4" MAX OPENINGS

COMPACTED NATIVE MATERIAL

BARRIER 4OZ. NON-WOVEN

GEOTEXTILE FILTER FABRIC

FILL DRAIN DITCH WITH 8" DIA

CLEAN ROCK

DRAIN SUMP - B-36" CONCRETE

CHRISTY ELECTRICAL/UTILITY BOX

WITH B36E 12" HIGH EXTENSION

BELOW (OR EQ)

5' 5'

4'4'

2"

3'

6" X 6" S4S REDWOOD POST WITH 45 DEGREE CHAMFER

3/4" X 1/2" - 90 DEGREE PVC REDUCING ELBOW (3/4"S X 1/2 F.T.)

1/2"GSP NIPPLE WITH COUPLING

SELF CLOSING FAUCET - HAWS MODEL 6252 EHLF (LEAD FREE) OR EQ

1" x 4" S4S REDWOOD COVER

1/2" BRASS LOOSE KEY FAUCET WITH BRASS BACKFLOW PREVENTER

ATTACHMENT (TIGHTEN SET SCREW TILL END BREAKS OFF).

PAVED APRON

COMPACTED NATIVE MATERIAL

EXPANDED METAL SCREEN (GALV)

FILL WITH 4" - 8" CLEAN ROCK

3/4" - 90 DEGREE ELBOW

3/4" PVC SUPPLY LINE

LOCATING WIRE

FAUCET AND SUPPORT POST

LINE OF DRAIN DITCH

UNDERGROUND

DRAIN SUMP CONC UTILITY BOX

FILL WITH 4" TO 8" CLEAN DRAIN

ROCK

2-1/2" X 6' X 10' PAVED APRON

10'

4' 4'

SCALE:

FAUCET UNIT W/ SUMP PLAN

1/2" = 1'-0"

SCALE:

FAUCET UNIT W/ SUMP SECTION - FACE

1/2" = 1'-0"

SCALE:

FAUCET UNIT W/ SUMP SECTION - PROFILE

1/2" = 1'-0"

3/4" PVC IN DADOED GROOVE

6"

SCALE:

FAUCET UNIT PLAN VIEW

6"=1'-0"

LOCATING WIRE

1" x 4" S4S REDWOOD COVER SECURED TO POST WITH

8-2" STAINLESS STEEL SCREWS EVENLY SPACED

3/4" SCHEDULE 40 PVC SET INTO DADOED GROOVE

6" X 6" S4S REDWOOD POST

0'-1 3/4"

4"

SCALE:

REFUSE BIN PAD PLAN

1/2" = 1'-0"

8'

6'-8"

EDGE OF TURN OUT

PAVING

NOTES:

1. CONC COLOR: DAVIS #6804 @ 1-1/4 IBS/SACK OF CEMENT TO BE ADDED TO CONC.

2. CONC SURFACE TO HAVE LIGHT BROOM FINISH.

3. EDGE OF CONCRETE PAD TO BE LEVEL W/ FINISHED GRADE OF AC OR AB PAVEMENT

SCALE:

REFUSE BIN PAD SECTION

3/4" = 1'-0"

EDGE FINISH CONC

4"

8'

45 DEGREE ANGLE SLOPE 6" X 6" # 10WWM

AGG BASE

COMPACTED SUBGRADE

FINISH GRADE

SCALE:

SHUTOFF VALVE DETAIL

3/4" = 1'-0"

CONC VALVE BOX (CHRISTY MODEL B36

W/ EXTENSIONS) OR EQ

OVERFILL FOR SETTLEMENT

ORIGINAL GROUND

COMPACTED NATIVE BACKFILL

SELECT MATERIAL

LOCATING WIRE

BEDDING MATERIAL

PIPE

PVC UNION TYP

BALL VALVE

1-1/2" DRAIN ROCK

HEAVY GALVANIZED EXPANDED METAL

SCREEN 1/4" MAX OPENINGS

SCALE:

WATERLINE TRENCH DETAIL

3/4" = 1'-0"

1'-6"

OVERFILL FOR SETTLEMENT WHERE TRENCH IS

NOT IN OR ADJACENT TO PAVEMENT

FINISHED GRADE

3" BLUE PLASTIC TAPE SHALL STATE CAUTION

WATERLINE OR EQ

COMPACTED NATIVE BACKFILL

LOCATING WIRE

PIPE. SEE PLANS FOR SIZE

COMPACTED SELECT BEDDING &

BACKFILL 3/4" MAX

NOTES:

1. LOCATING WIRE SHALL BE STRANDED 14 GAUGE COPPER WIRE WITH

THERMOPLASTIC TW INSULATION

SCALE:

DRAIN UNIT DETAIL

3/4" = 1'-0"

EXISTING GROUND ELEVATION

1" PVC LENGTH

AS REQUIRED TO DAYLIGHT

CONC VALVE BOX (CHRISTY MODEL

B24 W/ EXTENSIONS) OR EQ

OVERFILL FOR SETTLEMENT

COMPACTED NATIVE MATERIAL

SELECT BEDDING MATERIAL 3/4"

MAX GRADATION

PVC UNION TYP

TO WATER DISTRIBUTION LINE

PVC PIPE

BALL VALVE

1/2" DRAIN ROCK BELOW VALVE

HEAVY GALVANIZED EXPANDED

METAL SCREEN 1/4" MAX OPENINGS

FINE MESH COPPER SCREEN

SECURED W/S.S SCREW CLAMP

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PLAN:

SECTION:

FG

FILL WITH CLEAN 1-1/2" DRAIN ROCK

1/2" ANCHOR PIN

CONC FOOTING (3 REQUIRED)

8"

ACCESSIBLE CAMPFIRE RING BY PILOT ROCK

FX-30/18/PA OR EQ. USE PILOT ROCK

FX-48/11/PA OR EQ FOR DOUBLE CAMP UNITS

ANCHOR PIN TYP

CONC FOOTING TYP

4'-0" MIN LEVEL FINISH GRADE

FROM EDGE OF FIRE RING

SCALE:

CAMPFIRE RING DETAIL

3/4" = 1'-0"

CONC ANCHOR WITH 10' LENGTH OF

ZINC PLATED 5/16" THICK CASE

HARDEN LINK CHAIN

1'

4' MIN LEVEL FG

ALL AROUND TABLE

SCALE:

PICNIC TABLE DETAIL

3/4"=1'-0"

8' PICNIC TABLE FRAME WITH

POWDER COAT BLACK FINISH

WHEEL CHAIR ACCESSIBLE: PILOT

ROCK MODEL XT/CB-8FR/E WITH

FASTENER KIT FOR 3" x 10" BOARDS

(PART # 900-044) OR EQ.

(3) 3" X 12" X 10' REDWOOD CON HRT

FOHC

3" X 10" X 8' REDWOOD PER SIDE

CON HRT #1 FOHC

10' LENGTH OF ZINC PLATED 5/16" THICK CASE

HARDEN LINK CHAIN

3/8" X 3" GALV BOLT AND NUT WITH (2) FLAT

WASHERS. PEEN THREADS TO PREVENT

REMOVAL OF NUT

PEDESTAL GRILL. PILOT ROCK

MODEL B-24 B-2 OR EQ. USE

MODEL C2-36 / SS B2 OR EQ

FOR DOUBLE CAMP UNITS

3-1/2" DIAMETER PIPE

SLOPE TO DRAIN

1/4" x 6" ROD THROUGH PIPE

CIP CONC FOOTING

FINISH GRADE

12"

4' MIN LEVEL FINISH GRADE

ALL AROUND GRILL

4' MIN LEVEL FINISH GRADE

ALL AROUND GRILL

SCALE:

ACCESSIBLE PEDESTAL GRILL DETAIL

3/4"=1'-0"

SCALE:

FEE STATION AND BULLETIN BOARD DETAIL

1/2"=1'-0"

3'-11"

TEXT CENTERED HORIZONTALLY AND VERTICALLY

3" DIA TYP

6"

FOR "MESSAGE" PANEL ONLY: ATTACH MTL. "BULL DOG" CLIPS TO BOARD (28

REQUIRED)

GENERAL NOTES:

1. CONSTRUCT (5) 4' X 4' X 3/4" EXT. "CREZON" COATED

PANELS (MDO B-B G1 EXT APA PS-1) OR EQ.

2. CONSTRUCT (5) 4' X 8" X 3/4" S4S REDWOOD TITLE BOARDS

W/ FOLLOWING MESSAGES. EACH PANEL SHALL BE FITTED

W/ ONE OF THE TITLE BOARDS.

2.1. INFORMATION

2.2. FEE PROCEDURE

2.3. REGULATIONS

2.4. MESSAGES

2.5. FOREST NEWS

3. PAINT ALL 4' X 4' PANELS WITH (1) COAT OF PRIMER & (1)

COAT OF "TUDOR BROWN" #096-62 BY BENJAMIN MOORE OR

EQ

4. STAIN THE REDWOOD TITLE BOARDS W/ (2) COATS OF

OLYMPIC STAIN #708, OR EQ.

5. EXACT LOCATION FOR EACH BOARD SHALL BE STAKED ON

THE GROUND BY THE FS.

6. BULLETIN BOARDS SHALL BE CONSTRUCTED AND

INSTALLED AS SHOWN EXCEPT NO TITLE BOARD SHALL BE

ADDED

3"

REDWOOD TITLE BOARD. ATTACH TO PLYWOOD PANEL W/ (4)

3/8" X 2" GALV CARRIAGE BOLTS W/ NUTS & WASHERS.

3/4" CHAMFER

4" X 6" PTDF POST TYP

2" X 6" PTDF STRINGERS

3/8" X 3" GLAV. CARRIAGE BOLTS

3" TYP

2" TYP

MDO PLYWOOD PANEL

COMPACTED SELECT MATERIAL 12" ALL AROUND POSTS

1-1/2" DRAIN ROCK

TITLE BOARD

3/8" X 11" GALV. CARRIAGE BOLTS THROUGH POSTS & STRINGER W/ GALV.

WASHER FRONT SIDE & NUT W/ GALV WASHER ON BACK SIDE

MDO PLYWOOD PANEL

INFORMATION MESSAGES

CL

SCALE:

TRAFFIC SIGNAGE

1/2"=1'-0"

NOTES:

1. ALL SIGN BOARDS INSTALLED ON SINGLE POSTS SHALL BE

CENTERED.

2. DIMENSIONS ON SIGNS WILL VARY ACCORDING TO SIGN TYPE.

3. DIRECTIONAL SIGNS WILL BE STAKED ON GROUND BY FS.

4. ALL SIGNS SHALL BE INSTALLED USING VANDAL RESISTANT

BOLTS AND NUTS.

6' VARIES

4" X 4" PTDF POST TYP

SIGN

2'1'-6"

EDGE OF PAVEMENT

5/16" X 3"

BOLTS TYP

SIGN BOARD

SINGLE POST SIGN

COMPACTED NATIVE SOIL

UNDISTURBED SOIL

6' VARIES

EDGE OF PAVEMENT

3/5 X SIGN LENGTH

4" X 6" PTDF POST TYP

SIGN

5/16" X 3" BOLTS TYP

SIGN BOARD

FG

DOUBLE POST SIGN

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SCALE:

TIMBER STAIRWAY PLAN

3/4" = 1'-0"

SCALE:

TIMBER STAIRWAY SECTION

3/4" = 1'-0"

SCALE:

TIMBER STAIRWAY SECTION/ELEVATION

3/4" = 1'-0"

DAYLIGHT FILL

WOOD STEPS

COMPACTED NATIVE

MATERIAL

EXISTING GROUND

HAND-PLACED RIP

RAP CLASS II UTILIZE

LARGEST ROCK IN

KEY. ROCK SHALL

NOT PROTRUDE

ABOVE WOOD STEPS5'

1' MIN

4"

1'-1" 2"

2'

HOLE IN TIMBER

DRILLED FOR REBAR

4" X 8" TIMBER BASE

FRAME FOR WOOD

STEPS

TREAD

# 4 REBAR ANCHOR

DRIVEN THROUGH

DRILLED HOLES IN

TIMBERS TYP

WOOD STEP TREAD

6" X 8" SRS PTDF

SLOPE

8"

TIMBER BASE FRAME

FOR WOOD STEPS

NOTES:

1. REBAR SHALL BE DRIVEN DOWN 1" AND THEN CAULKED WITH ELASTOMERIC SEALANT: ONE PART

NON-ACID-CURING SILICONE TYPES; GRADE NS;CLASS 25 AND SHALL BE BROWN OR CLEAR IN COLOR.

2. 6" X 8" SOFT WOOD LUMBER SHALL BE PRESSURE TREATED WITH CHROMATED COPPER ARSENATE (CCA).

A LIGHT GREEN COLOR IS TO BE ADDED TO THE TREATMENT.

3. SAW CUT ENDS SHALL BE RETREATED WITH (CCA)

8"

5' LANDING BETWEEN SETS OF 3 STEPS TYP

SLOPE

SCALE:

BARRIER ROCK

3/4" = 1'-0"

BURY ROCK TO GREATEST

HORIZONTAL DIMENSION

ASPHALT CONCRETE PAVEMENT

FG

NOTES:

1. MAX DISTANCE BETWEEN ROCKS SHALL BE 2'

2. BARRIER LOCATIONS ARE SHOWN ON LAYOUT PLAN.

ROCK

3'-0" MIN

2'

(E) GROUND5'

COMPACT FILL

AGG BASE

FG AT 3:1 SLOPE

FG EMBANKMENT AT 2:1 SLOPE

SCALE:

AGGREGATE BASE WALKWAY

3/4"=1'-0"

0% SLOPE

SCALE:

CMP CULVERT INSTALLATION DETAIL

X"=1'-0"

AB B

COMPACT BACKFILL MATERIAL

CMP CULVERT. SEE LAYOUT PLAN FOR

DIAMETER

BEDDING MATERIAL

(E) SOIL

SCALE:

CMP CULVERT SECTION - BACKFILL METHOD

X"=1'-0"

CMP CULVERT SCHEDULE

A B 18" 18" 24" 24"

36" 36"

ORIGINAL GROUND OR STREAM BED

NOTES:

1. DO NOT RAISE OUTLET ABOVE EXISTING GRADE OR DRAINAGE BED

2. MINIMUM COVER OVER CULVERT AT SHOULDER SHALL BE 12 INCHES

BELOW SUBGRADE FOR SURFACED AND 18 INCHES BELOW

SUBGRADE FOR UNSURFACED.

3.3

ROAD

CL CMP CULVERT

PROFILE GRADE

2' MAX

TYP

COMPACTED NATIVE FILL

SCALE:

STREET MARKING - DIRECTIONAL ARROW

X"=1'-0"

4'-4" 5'

6"

9'-4"

PAINT ARROW WHITE

9 6

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NOTES:

1. FOOD STORAGE LOCKER SHALL BE "TAHOE BEAR BOX CO MODEL FS24" OR

EQ.

2. COLOR SHALL BE FOREST BROWN

3. FOOD STORAGE LOCKERS SHALL BE MOUNTED ON A CONCRETE SLAB SEE:

4. FOR INFORMATION ON FOOD STORAGE LOCKERS

SEE: http://www.bearbox.org/

SCALE:

FOOD STORAGE LOCKER

NTS

L-2.4

2,3

SCALE:

FOOD STORAGE LOCKER INSTALLATION - PLAN

3/4"=1'-0"

4'-10"

4"4" 1'-2" 1'-2" 1'-2" 8"

#4 REBAR TYP

24 C/F/ BEAR PROOF STORAGE

LOCKER "TAHOE BEAR BOX CO"

MODEL FS24 OR EQ

CONC PAD

1/2" X 3" HEX BOLT TYP. WELD BOLT

HEADS TO REBAR IN 2 PLACES

OPPOSITE SIDES

WELD BARS THAT CROSS IN (1) PLACE

SCALE:

FOOD STORAGE LOCKER BOLT INSERT DETAIL

3"=1'-0"

4"

8" FIELD VERIFY

2" X 2" X 0.95 STEEL TUBE LEG

1/2" X 3" HEX BOLT W/FLAT WASHER AND 2 NUTS

USE SHIM TO LEVEL BEAR BOX

#4 REBAR

CONC PAD

3/4" DRILL HOLE EPOXY IN BOLT

SCALE:

FEE TUBE DETAIL

3/4"=1'-0"

3'-0"

2"

1'-6"

CL

3' X 3' X 1' CONC BASE

#4 REBAR @ 15"

UNDISTURBED SOIL

FG

FEE TUBE TO BE "SAE DK

WORKS, LLC" MODEL "FS 836

SHELL" OR EQ.

NOTE:

1. SEE MANUFACTURERS INSTRUCTIONS FOR

INSTALLATION.

WOOD STAKES BOUND @ TOP

UNDISTURBED SOIL

4" TRENCH

FG

12" FIBER OR COIR ROLL

COMPACT EXCAVATED SOIL ON UPSLOPE

NOTES:

1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" (225mm) MAXIMUM

RECOMMENDED STORAGE HEIGHT.

3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY

STABILIZED.

SCALE:

SILT FENCE DETAIL

3/4"=1'-0"

EXTRA STRENGTH FILTER FABRIC NEEDED

WITHOUT WIRE MESH SUPPORT

STEELE OR WOOD POST

ATTACH FILTER FABRIC SECURELY TO UPSTREAM

SIDE OF POST

FLOW

STEEL OF WOOD POST

FILTER FABRIC

4" X 6" TRENCH WITH

COMPACTED BACKFILL

PONDING HEIGHT

FLOW

STEEL OF WOOD POST

FILTER FABRIC

3/4" DRAIN ROCK

PONDING HEIGHT

10' MAX SPACING WITH WIRE SUPPORT FENCE

6' MAX SPACING WITHOUT WIRE SUPPORT FENCE

WITH TRENCH WITHOUT TRENCH

NOTES:

1. COIR ROLLS MAY BE USED IN PLACE OF FILTER FENCE.

2. PREPARE THE SITE FOR INSTALLATION OF COIR ROLL AND COIR MATS BY REMOVING ANY LARGE ROCKS, OBSTRUCTIONS OR MATERIAL THAT MAY PREVENT THE COIR FROM MAKING DIRECT AND FIRM CONTACT WITH

THE SOIL.

3. COIR ROLLS MUST BE LEVEL, INSTALLED ALONG A HORIZONTAL CONTOUR.

SCALE:

COIR ROLL DETAIL

3/4"=1'-0"

PERSPECTIVE - NTS

ENGRAVED PLASTIC

PLACARD.

FINISHED GRADE

UNDISTURBED SOIL

CL

SCALE:

CAMP UNIT MARKER

3/4"=1'-0"

4" X 6" PLASTIC WOOD

4"

COMPACTED SOIL

CLIP

4"

SECTION - PROFILE SECTION - FACE

NOTES:

CENTER AND EPOXY ENGRAVED PLASTIC

PLACARD TO POST ANGLE. LETTERS SHALL BE

SAN SERIF. COLOR SHALL BE BROWN

BACKGROUND WITH WHITE NUMBERS

D E

TA

IL

S

SEE DETAILS

3.4

U S

FS

x3

4) .d w g

SHEET OF

SCALE:

DRAWING

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NO:

N A

M E

P

R O

JE

C

T

FO

R

E S

T:

D R

A W

IN

G

N A

M E

PACIFIC

REGION

SOUTHWEST

R5

NO. DATE REVISIONS

SERVICE

U S D A

FOREST

E

LD

O R

A D

O N

A

TI

O N

A L

FO

R

E S

T

G E

R

LE

C R

E E

K C

A M

P G

R O

U N

D R

E H

A B

IS

DJ, VJ

IS

SCALE:

ARRA SIGNAGE

SEE LEGEND

NOTE:

1. DISPLAY ARRA SIGN ON EACH ACTIVE CONSTRUCTION SITE. AFTER WORK IS COMPLETED,

SIGN MAY BE MOVED TO ANOTHER SITE. SIGNS SHALL BE REMOVED AT THE END OF

CONSTRUCTION SIGN/S ARE INCLUDED IN LINE ITEM FOR SILVER CREEK CAMPGROUND -

MOBILIZATION.

2. FOR SIGNAGE CONSTRUCTION SEE DETAIL

L-2.2

D E

TA

IL

S

SEE DETAILS

3.5

U S

FS

x3

4) .d w g

SHEET OF

SCALE:

DRAWING

DATE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

PROJECT NO:

N A

M E

P

R O

JE

C

T

FO

R

E S

T:

D R

A W

IN

G

N A

M E

PACIFIC

REGION

SOUTHWEST

R5

NO. DATE REVISIONS

SERVICE

U S D A

FOREST

E

LD

O R

A D

O N

A

TI

O N

A L

FO

R

E S

T

G E

R

LE

C R

E E

K C

A M

P G

R O

U N

D R

E H

A B

IS

DJ, VJ

IS