35_ Attach 1 Project Drawings.pdf

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RECOVERY Orr Lake Campground Rehab
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AG-9702-10-S-0235
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Somes Bar

Macdoel

Montague

Grenada

Weed

Mt

McCloud

YREKA

Fort Jones

Etna

Callahan

Cecilville

Forks of

Salmon

Happy Camp

Oregon

California

APPROVED

BY ZONE ENGINEER DATE DISTRICT RANGER DATE DATEFOREST ENGINEER FOREST SUPERVISOR DATE

PROJECT LOCATION

NATIONAL FOREST

KLAMATH

VICINITY

SAN DIEGO

BLYTHE

NEEDLES

SAN BERNARDINO

PASADENASANTA BARBARA

GOLETA

BAKERSFIELD

PORTERVILLE

FRESNO

BISHOP

STOCKTON

SONORA

PLACERVILLE

SACRAMENTO

MONTEREY

SAN

FRANCISCO

SANTA ROSA

TRUCKEE

NEVADA CITY

QUINCY

SUSANVILLE

REDDING

RED BLUFF

EUREKA

FORT BRAGG WILLOWS

WILLITS

UKIAH

ALTURAS

YREKA

CRESENT

CITY

MEXICO

NEVADA

OREGON

PACIFIC OCEAN

LEGEND

INTERSTATE HIGHWAYS

U.S. HIGHWAYS

STATE HIGHWAYS

FOREST HIGHWAYS

SCALE

0 50 100 150 200

MILES

N

W E

INDEX MAP

STATE OF CALIFORNIA

GOOSENEST RANGER DISTRICT

PLANS FOR PROPOSED

FOREST SERVICE - REGION FIVE

UNITED STATES DEPARTMENT OF AGRICULTURE

KLAMATH NATIONAL FOREST

SISKIYOU COUNTY, CALIFORNIA

Dorris

DRAWING INDEX

ORR LAKE CAMPGROUND

LOS ANGELES

TITLE SHEET No. TITLESHEET No.

1. COVER SHEET/DRAWING INDEX

2. LOCALITY MAP

3. SUMMARY OF ESTIMATED QUANTITIES (1)

4. SUMMARY OF ESTIMATED QUANTITIES (2)

5. ORR LAKE PROJECT PLAN VIEW

6. EAST/NORTH TIE ROAD(1)- PLAN & PROFILE

7. EAST/NORTH TIE ROAD(2)- PLAN & PROFILE

8. EAST/NORTH TIE ROAD(3)- PLAN & PROFILE

9. EAST/NORTH TIE ROAD(4)- PLAN & PROFILE

10. NORTH END CAMPGROUND LOOP ROAD(1)- PLAN & PROFILE

11. NORTH END CAMPGROUND LOOP ROAD(2)- PLAN & PROFILE

12. NORTH END CAMPGROUND LOOP ROAD(3)- PLAN & PROFILE

13. NORTH END CAMPGROUND LOOP ROAD(4)- PLAN & PROFILE

14. NORTH END CAMPGROUND "A" AND "B" SPURS- PLAN & PROFILE

15. NORTH END CAMPGROUND "C" AND "D" SPURS- PLAN & PROFILE

16. NORTH END CAMPGROUND "E" SPUR- PLAN & PROFILE

17. NORTH END CAMPGROUND "A","B" AND "C" CAMPSITE PLAN

18. NORTH END CAMPGROUND "D" AND "E" CAMPSITE PLAN

19. INDIVIDUAL TREE REMOVAL

20. REHABILITATION AND SCARIFY PLAN (NORTH END)

21. WHEEL STOP AND WASTE RECEPTACLE PLAN (NORTH END)

22. BOULDER PLACEMENT PLAN (NORTH END)

23. SIGN PLAN (NORTH END)

24. EAST END CAMPGROUND PLAN

25. EAST END CAMPGROUND ROAD- PLAN AND PROFILE

26. EAST END CAMPGROUND "F" AND "G" SPURS- PLAN & PROFILE

27. EAST END CAMPGROUND "H" AND "J" SPURS- PLAN & PROFILE

28. EAST END CAMPGROUND "F" AND "G" CAMPSITE PLAN

29. EAST END CAMPGROUND "H" AND "J" CAMPSITE PLAN

30. SIGN PLAN (EAST END)

31. WHEEL STOP AND WASTE

RECEPTACLE PLAN (EAST END)

32. BOULDER PLACEMENT PLAN (EAST END)

33. TRAIL CONSTRUCTION PLAN VIEW

34. TRAIL CONSTRUCTION STRAIGHT LINE

35. FISHING PLATFORM "A", "B" AND"D"

DESIGN PLAN AND PROFILE

36. FISHING PLATFORM "C"

DESIGN PLAN AND PROFILE

37. FISHING PLATFORM APPROACH RAMP

38. FISHING PLATFORM "A"- PLAN & PROFILE

39. FISHING PLATFORM "B"- PLAN & PROFILE

40. FISHING PLATFORM "C"- PLAN & PROFILE

41. FISHING PLATFORM "D"- PLAN & PROFILE

42. FISHING PLATFORM DETAILS AND NOTES

43. FISHING ACCESS RAMP- PLAN & PROFILE

44. BOAT RAMP- PLAN & PROFILE

45. INFORMATION/PAY STATION DETAILS

46. NORTH END CAMPGROUND

WELL DRILLING PLAN

47. ROAD OBLITERATION PLAN

48. ROAD CONSTRUCTION TYPICALS

49. TRAIL TYPICAL SECTIONS

50. WASTE RECEPTACLE AND BENCH

MOUNTING PAD DETAILS

51. CAMPSITE HARDWARE DETAILS

52. CAMPSITE HARDWARE AND

MISCELLANEOUS DETAILS

53. MISCELLANEOUS DETAILS

Shasta

Dave Seiler 2/1/2010 2/1/20102/1/20102/1/2010Laura Allen Ken Stagg Patricia Grantham

ORR LAKE CAMPGROUND

CIR

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

STEVE RENNER 1/15/2010

STEVE RENNER 1/15/2010

N

21 D

44N93

44N93

N97

F

44N98

B

44N92

44N06X

AA

N3 6Y

44N36Y

44N15

45N94

45N18

N

Y

N09

Y

45N

44N28

N3

0X

A

36YA

36YA

B

44N30X

44N10Y

E

44N95

6P01

N

Y

8Q01

43N

8Q01

44N8244N32

44N14

5Q003

Orr Mtn

Cedar^M^JMtn

Leaf

Round^M^JValley

Bray

Shafter

Kegg

Garner Ranch

Landing^M^JStripPollic^M^J Flat

Dry Lake

Orr Lake

Cre ek

4 3

9 11

33 35

28 27

Dead Steer Flat

LEGEND

PROJECT AREA

MATERIAL SOURCE

(BORROW PIT)

T 44 N

R 1 W

LOCALITY MAP

DAVE SEILER 1/25/2010 2

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FORESTER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:

DRAWN:

CHECKED:

DATE:

DATE:

STEVE RENNER 1/15/2010

STEVE RENNER 1/15/2010

DAVE SEILER 1/25/2010

ORR LAKE CAMPGROUND SUMMARY OF ESTIMATED

QUANTITIES (1)

ITEM

NO. DESCRIPTION

METHOD

OF

MEASURE-

MENT

PAY

UNIT

C.Y.

EACH

EACH

EACH

L.S.

L.S.

C.Y.

C.Y.

C.Y.

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

207(01) CQ S.Y.

CQ

CQ

ALL

ALL

AGGREGATE BASE, GRADING (D),

COMPACTION METHOD (C)

TOTALS

CQ

CONCRETE, METHOD A601(01) CQ

157(14)

ORR LAKE

CAMPGROUND

201 (04) ACRE

ACRE

201(52) REMOVE TREES

204(01) C.Y.

204(04) C.Y.

204(97) EXCAVATION, COMPACTION METHOD (E) L.S

L.S

ALL

ALL

FOREST SERVICE

DESIGNED:

SHEET

DRAWING NAME

EARTHWORK GEOTEXTILE , TYPE III-A

PLACED RIPRAP, CLASS 2

251(60)

251(61)

MACHINE PLACED BARRIER BOULDERS

(PLACEMENT ONLY)

MACHINE PLACED BARRIER BOULDERS

301(03)

651(02) PIT AND QUARRY DEVELOPMENT

EROSION CONTROL AND POLLUTION

PREVENTION PLAN

1.4

251(01)A

251(01)B PLACED RIPRAP, CLASS 3

SEEDING, FERTILIZING AND MULCHING,

HYDRAULIC METHOD

1.35625 (28)

CLEARING AND GRUBBING, DISPOSAL OF TOPS

AND LIMBS (K), LOGS (K), AND STUMPS (K).

ROADWAY EXCAVATION, COMPACTION

METHOD (E), FINISHING METHOD (A)

UNCLASSIFIED BORROW, COMPACTION

METHOD (E), FINISHING METHOD (A)

151(01) MOBILIZATION

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FORESTER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:

DRAWN:

CHECKED:

DATE:

DATE:

STEVE RENNER 1/15/2010

STEVE RENNER 1/15/2010

DAVE SEILER 1/25/2010

ORR LAKE CAMPGROUND

ITEM

NO. DESCRIPTION

METHOD

OF

MEASURE-

MENT

PAY

UNIT

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

CQ

TOTALS

ORR LAKE

CAMPGROUND

FOREST SERVICE

DESIGNED:

SHEET

DRAWING NAME

SUMMARY OF ESTIMATED

QUANTITIES (2) 4

10600(01) WASTE RECEPTACLE HB1

10600(02) WASTE RECEPTACLE HB2

10700 S.F.

10800 FISHING PLATFORM AND GANGWAY 4

10300(01) PICNIC TABLE

10300(02) LANTERN HANGER

10510(01) SINGLE PEDESTAL GRILL

10510(02)

10510(03) UNIVERSAL ACCESS FIRE RING

10510(04) LARGE FIRE RING

DRILLING L.F.

L.F.

L.F.PVC WELL CASING

PVC WELL SCREEN

GRAVEL PACK (IF REQUIRED) L.S.

L.S.

SANITARY SEAL L.S.

WELL DEVELOPMENT L.S.

WELL PERFORMANCE TESTING L.S.

WELL SAMPLING AND TESTING L.S.

L.S.WELL ABANDONMENT

FURNISH AND INSTALL HAND PUMP EACH 1

ALL

ALL

ALL

ALL

ALL

ALL

ALL

10300(03) BENCH 9

10300(04) REMOVE AND RE-SET LANTERN HANGER 3

10300(05) REMOVE AND DISPOSE EXISTING GRILL OR TABLE 4

COVERED PEDESTAL GRILL

10900 SIGNS

11000 INFORMATION BOARDS

ARTICULATED CONCRETE BLOCK

11100 PRECAST CONCRETE WHEEL STOP 11

EACH 2

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

GENERAL NOTES

(1 0)

S

TA

0+

EAST/NORTH TIE ROAD

(NEW CONSTRUCTION)

(4

) S

TA

0+

EQ

ORR LAKE TRAIL

(NEW CONSTRUCTION)

NORTH CAMPGROUND

LOOP ROAD

(NEW CONSTRUCTION)

ORR LAKE

(T 1)

S

TA

0+

(T

ST

A

+1

(400) STA 28+89

(530) STA 14+84

N

W

E

EAST END

CAMPGROUND ROAD

(NEW CONSTRUCTION)

(1

0)

0+

ORR LAKE PROJECT

PLAN VIEW

BRAY(44N30X)

STEVE RENNER

STEVE RENNER

DAVE SEILER

1/15/2010

1/15/2010

1/25/2010

1. SLOPE STAKING SHALL BE COMPLETED BY THE FOREST SERVICE

PRIOR TO CONSTRUCTION.

2. CONSTRUCTION TOLERANCE CLASS "C".

3. IN ACCORDANCE WITH SECTION 157 AN EROSION CONTROL PLAN

SHALL BE SUBMITTED PRIOR TO COMMENCEMENT OF WORK.

4. WORK SHALL BE CONDUCTED IN A MANNER THAT WILL LEAVE ALL

EXISTING TREES AND VEGETATION OUTSIDE THE CLEARING LIMITS

UNDISTURBED.

5. ALL FINISHED SLOPES FROM ROAD CONSTRUCTION AND REHABILITATION

AREAS SHALL BE HYDROSEEDED BETWEEN SEPT. 1 AND OCT.15.

6. BARRIER BOULDERS AND RIPRAP SHALL BE COMMERCIAL SOURCE UNLESS OTHERWISE

NOTED.

7. DUE TO WILDLIFE CONCERNS WORK SHALL NOT COMMENCE UNTIL AFTER JULY 31.

Mass Haul (Cu. Yd.)

00 11

-150

-100

-50

0 100

11' 11' 11' 11'

(1 0)

0+

(2 0)

0+

(3 0)

0+

(40) 11+41

(50) 11+90

(60) 12+39

(70) 12+87

(80) 13+36

(1

) 1 4+

(1

) 1 4+

( 9 0)

1 3 +7

L LINE

P LINE

FINISHED

ROADBED

WIDTHS

CL

EXISTING ROAD

(EAST CAMPGROUND)

+4%

+8%

+7%

GROUND

L - STATION

+4% +2%

+4%

+7%

+8%

+6%

ORR LAKE CAMPGROUND EAST/NORTH TIE ROAD

CIR

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

NOTE - CLEARING FOR THE EAST/NORTH TIE ROAD

ROAD SHALL BE BY THE ACRE N

W E

STEVE RENNER 1/15/2010

STEVE RENNER 1/15/2010

DAVE SEILER 1/25/2010PLAN AND PROFILE (1) 6

SUBGRADE

11'

FINISHED

ROADBED

WIDTHS

CL

-100

0 100

GROUND

P LINE

L LINE

(1

) 1 5+

(1

) 1 5+

(1

) 1 6+

(1

) 1 6+

(160) 17+23

(170) 17+58 (1

) 1 8+

(1

) 1 8+

(2

) 1 9+

04 (210) 19+52

(220) 20+00

+8%

+6% +8%

L-STA

+7%

+8%

+7% +2% -1% -3%

-8%

11' 11' 11' 11' 11' 11'

19' 19'

Mass Haul (Cu. Yd.)

ORR LAKE CAMPGROUND EAST/NORTH TIE ROAD

CIR

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE:

REVISIONDATE BY DRAWING NAME

N

W E

PLAN AND PROFILE (2)

STEVE RENNER 1/15/2010

STEVE RENNER 1/15/2010

DAVE SEILER 1/25/2010

7SHEET

11'

FINISHED

ROADBED

WIDTHS

CL

EAST/NORTH TIE ROAD

11' 11'

L LINE

P LINE

Mass Haul (Cu. Yd.)

0 100

(2

) 2 0+

(2

) 2 0+

(2

) 2 1+

(2

) 2 1+

(2

) 2 2+

(2

) 2 3+

(2

) 2 3+

(300) 24+03

(310) 24+52

(320) 25+01

CIR

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

-8%

-5%

0%

-3% +1% -4%

-7%

L-STA

GROUND

N

W E

PLAN AND PROFILE (3)

STEVE RENNER

STEVE RENNER

1/15/2010

1/15/2010

DAVE SEILER 1/25/2010 8

ORR LAKE CAMPGROUND EAST/NORTH TIE ROAD

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

11' 11'

FINISHED

ROADBED

WIDTHS

CL

11' 11'

-20

-10

0 100

(3

) 2 5+

(3

) 2 5+

(3

) 2 5+

(3

) 2 6+

(3

) 2 6+

(3

) 2 7+

(380) 27+94

(390) 28+43

40' R

EQ (400) STA 28+89

(530) STA 14+84

40'R

NORTH CAMPGROUND

LOOP ROAD

40' 40'

L LINE

P LINE

-7% -9% -7%

-4%

TOTAL EXCAVATION QUANTITY = 1843 CUBIC YARDS

TOTAL BORROW QUANTITY = 2084 CUBIC YARDS

TOTAL AGGREGATE BASE QUANTITY = 827 CUBIC YARDS

N

W

E

PLAN AND PROFILE (4)

STEVE RENNER

STEVE RENNER

1/15/2010

1/15/2010

1/25/2010DAVE SEILER 9

Mass Haul (Cu. Yd.)

L -STA

GROUND

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAMENORTH END CAMPGROUND

LOOP ROAD

FINISHED

ROADBED

WIDTHS

CL

Mass Haul (Cu. Yd.)

0 100

EXISTING ROAD - 44N06X

6' 6'

JC

T

EA

ST

/N O

R

TH

TI

E

R O

AD

11' 26'

11' 26'

P LINE

L LINE

(4

) 1 0+

(4

) 1 0+

(4

) 1 0+

(450) 11+36

(460) 11+79

(470) 12+28

(480) 12+76 (4

) 1 3+

(5

) 1 3+

(5

) 1 4+

(5

) 1 4+

-30

-10

-20

-1% -2% 0% -1%

-1% -2%

GROUND

-3%

-1%

L - STA

N

W E

NOTE - CLEARING FOR THE NORTH END CAMPGROUND

ROAD AND SPURS SHALL BE INDIVIDUAL TREE REMOVAL

(INCLUDES REMOVING LIMBS OF EXISTING TREES WITHIN

THE CLEARING LIMITS AND DISPOSAL OF TOPS, LIMBS,LOGS

AND STUMPS IN DISPOSAL AREA ADJACENT TO THE PROJECT)

PLAN AND PROFILE (1)

STEVE RENNER

STEVE RENNER

DAVE SEILER

1/15/2010

1/15/2010

1/25/2010 10

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAMENORTH END CAMPGROUND

LOOP ROAD

FINISHED

ROADBED

WIDTHS

CL

6' 6' 6' 6'

11' 26'

11' 11' 11' 26'

P LINE

L LINE

GROUND

0 100

(400) STA 28+89

(530) STA 14+84

EQ

Mass Haul (Cu. Yd.)

-50

(480) 12+76

(490) 13+26

(500) 13+75

(510) 14+24

(520) 14+55

JC

T. EAST/ N

O R

TH

TIE R

O

AD

(540) 15+34

(550) 15+83

(560) 16+31

(570) 16+47

(580) 16+68

(5

) 1 6+

(600) 16+97

(610) 17+03

(620) 17+26

(630) 17+48(650) 17+70

11' 11'

-10 -20 -30 -40

-2%

-3%

-1% -1% +1% -2%

-1%

L- STA

SEE DETAIL FOR CONSTRUCTION

OF INFORMATION STATION

PARKING AREA

N

W E

"A " S

PU

R

PLAN AND PROFILE (2)

STEVE RENNER

STEVE RENNER

DAVE SEILER

1/15/2010

1/15/2010

1/25/2010 11

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAMENORTH END CAMPGROUND

LOOP ROAD

FINISHED

ROADBED

WIDTHS

CL

6' 6'

11' 11' 11' 11'

Mass Haul (Cu. Yd.)

-80

-70

-60

-50

(620) 17+26

(6

) 1 7+

(6

) 1

7+

(6

) 1 7+

(6

) 1

8+

(6

) 1 8+

(6

) 1

8+

(6

) 1 9+

01 (6

) 1 9+

(7

) 2 0+

(710) 20+49

(720) 20+90

(730) 21+20

(740) 21+65

(750) 21+84 (760) 22+30 22+52

(770) 22+71

P LINE

L LINE

L-STA

-1% 0% +1% 0% +1%

0%

GROUND

N

WE

"B" SPUR

"C

" SPU

R

"D" SPUR

"E" SPU

R

PLAN AND PROFILE (3)

STEVE RENNER 1/15/2010

STEVE RENNER 1/15/2010

DAVE SEILER 1/25/2010

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAMENORTH END CAMPGROUND

LOOP ROAD

FINISHED

ROADBED

WIDTHS

CL

6' 6'

11' 11' 11' 11'

0 100

Mass Haul (Cu. Yd.)

-50

(7

) 2 1+

(7

) 2 2+

5+

EQ

(7

) 2 2+

(7

) 2 3+

(790) 23+32

(800) 23+60

(810) 23+86

(820) 23+99

(830) 24+13

(8

) 2 4+

(850) 24+60

(860) 24+85

(870) 25+16

(880) 25+51 CONSTRUCT 36' WIDE X 18' DEEP PARKING AREA

P LINE L LINE

0% -2%

-3%

+1%

+5%

+2%

GROUND

6' 6' 6' 6' 6' 6' 6' 6'6'

12' 12' 12' 12'12'12' 24'24'

6'

L-STATION

TOTAL EXCAVATION QUANTITY = 320 CUBIC YARDS

TOTAL AGGREGATE BASE QUANTITY = 562 CUBIC YARDS

NOTE: EXCESS EXCAVATION OF 50 CUBIC YARDS SHALL BE USED

IN THE REHAB. AREA ADJACENT TO THE ROAD CONSTRUCTION

N

W

E

PLAN AND PROFILE (4)

STEVE RENNER

STEVE RENNER

DAVE SEILER

1/15/2010

1/15/2010

1/25/2010 13

SUBGRADE

"E " S

PUR

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

PLAN AND PROFILE

FINISHED

ROADBED

WIDTHS

FINISHED

ROADBED

WIDTHS

C CL L

6' 6' 6' 6'

-20

-10

SCALE

0 100

SCALE

0 100

-10

-5

Mass Haul (Cu. Yd.)Mass Haul (Cu. Yd.)

+7%

(A 5) 10+06 (A

) 1 0+

LO

O

P R O

AD

LO

O

P R

O

AD

C

C

L

L

(A

0)

0+

0%

N

W E

N

W E(A

0)

0+

( B

0)

0+

( B 20 ) 10 +4 2

(B 30) 10+ 75

0%-2%

L-STATIONL-STATION

P LINE

P LINE

"A" SPUR

GROUND

GROUND

L LINE

L LINE

10' 10' 10' 10'

"B" SPUR

NORTH END CAMPGROUND

"A" AND "B" SPURS

STEVE RENNER

STEVE RENNER

1/15/2010

1/15/2010

TOTAL EXCAVATION QUANTITY = 9 CUBIC YARDS

TOTAL BORROW QUANTITY = 19 CUBIC YARDS

TOTAL AGGREGATE BASE QUANTITY = 21 CUBIC YARDS

TOTAL EXCAVATION QUANTITY = 1 CUBIC YARDS

TOTAL BORROW QUANTITY = 16 CUBIC YARDS

TOTAL AGG. BASE QUANTITY = 13 CUBIC YARDS

DAVE SEILER 1/25/2010 14

SUBGRADE SUBGRADE

N

W E

N

W E

ORR LAKE CAMPGROUND

CIR

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

PLAN AND PROFILE

10' 10'

10' 10'

FINISHED

ROADBED

WIDTHS

CL

STEVE RENNER

STEVE RENNER

1/15/2010

1/15/2010

NORTH END CAMPGROUND

"C" AND "D" SPURS

SCALE

0 100

0.5

1.0

Mass Haul (Cu. Yd.)

FINISHED

ROADBED

WIDTHS

CL

-50

Mass Haul (Cu. Yd.)

SCALE

0 100

+1% 0%

L-STATION

LO

O

P R O

AD

LO

O

P R

O

AD

C

C

L

L

(D

10) 10+28 (D

0)

0+

(D

0)

0+

(C

0)

0+

(C

0)

0+

(C

30) 10+93

0.0

L-SATION

0%-2%

GROUND

GROUND

10' 10' 10' 10'

"D" SPUR

P LINE

L LINE

P LINE

L LINE

TOTAL EXCAVATION QUANTITY = 5 CUBIC YARDS

TOTAL AGG. BASE QUANTITY = 29 CUBIC YARDS

"C" SPUR

TOTAL BORROW QUANTITY = 86 CUBIC YARDS

TOTAL AGG. BASE QUANTITY = 43 CUBIC YARDS

NOTE: EXCESS EXCAVATION OF 2 CUBIC YARDS

SHALL BE USED IN THE REHAB. AREA ADJACENT

TO THE ROAD CONSTRUCTION

DAVE SEILER 1/25/2010

(C 40) 11+14

SUBGRADE

E

ORR LAKE CAMPGROUND

CIR

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

PLAN AND PROFILE

STEVE RENNER

STEVE RENNER

1/15/2010

1/15/2010

FINISHED

ROADBED

WIDTHS

CL

10' 10'

10' 10'

NORTH END CAMPGROUND

"E" SPUR

0.

Mass Haul (Cu. Yd.)

SCALE

0 100

P LINE

L LINE

GROUND

(E 10) 10+37 (E

0)

0+

(E

0)

0+

LO

O

P R O

AD

CL

-5% 0%

TOTAL EXCAVATION QUANTITY = 32 CUBIC YARDS

TOTAL AGG. BASE QUANTITY = 29 CUBIC YARDS

NOTE: EXCESS EXCAVATION OF 21 CUBIC YARDS SHALL

BE USED IN THE REHAB. AREA ADJACENT TO THE ROAD

CONSTRUCTION

L-STATION

DAVE SEILER 1/25/2010

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

INI_4REVISION_4DTREV4

INI_3REVISION_3DTREV3

INI_2REVISION_2DTREV2

INI_1REVISION_1DTREV1

8"

8"

18"

24"

18"

6"

40"

12"

48"

40"36" 36"

1,578 sq ft

18"

24" 36"

PINE TREE

JUNIPER

AGGREGATE

9' PICNIC TABLE

COVERED PEDESTAL GRILL

LARGE FIRE RING

BOULDER

LEGEND: NOTES:

30"

1. Square footage shown for each site is approximate to identify scope of work.

2. Construction limits will be staked on the ground by the Forest Service.

3. Table anchor, covered pedestal grill, and large fire ring shall be installed as per typical drawings.

4. Final placement of site furniture and site furniture anchors will be designated on the ground by the Forest Service.

5. Edge of camping area to match elevation of spur edge and shall be sloped to drain 2% maximum.

6. Boulder locations are approximate.

7. Aggregate shall be placed 4" deep in camping area.

NORTH END CAMPGROUND

"A" , "B" & "C" CAMPSITE PLAN 17

TOTAL BORROW QUANTITY = 134 CUBIC YARDS

TOTAL AGGREGATE BASE CUANTITY = 22 CUBIC YARDS

1,816 sq ft

TOTAL BORROW QUANTITY = 82 CUBIC YARDS

TOTAL AGGREGATE BASE QUANTITY = 19 CUBIC YARDS

"A" CAMPSITE PLAN

"B" & "C" CAMPSITE PLAN

"B" SPUR"C" SPUR

"A" SPUR

ROBERT C. TALLEY

ROBERT C. TALLEY

1/25/2010

1/25/2010

1/25/2010DAVE SEILER

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

INI_4REVISION_4DTREV4

INI_3REVISION_3DTREV3

INI_2REVISION_2DTREV2

INI_1REVISION_1DTREV1

PINE TREE

JUNIPER

AGGREGATE

9' PICNIC TABLE

COVERED PEDESTAL GRILL

LARGE FIRE RING

BOULDER

LEGEND: NOTES:

10"

36"

24"

30"

1,032 sq ft

6"

5"

3"

1,041 sq ft

1. Square footage shown for each site is approximate to identify scope of work.

2. Construction limits will be staked on the ground by the Forest Service.

3. Table anchor, covered pedestal grill, and large fire ring shall be installed as per typical drawings.

4. Final placement of site furniture and site furniture anchors will be designated on the ground by the Forest Service.

5. Edge of camping area to match elevation of spur edge and shall be sloped to drain 2% maximum.

6. Boulder locations are approximate.

7. Aggregate shall be placed 4" deep in camping area.

"D" CAMPSITE PLAN "E" CAMPSITE PLAN

"D" SPUR

"E" SPUR

TOTAL BORROW QUANTITY = 8 CUBIC YARDS

TOTAL AGGREGATE BASE CUANTITY = 13 CUBIC YARDS

TOTAL BORROW QUANTITY = 46 CUBIC YARDS

TOTAL AGGREGATE BASE CUANTITY = 13 CUBIC YARDS

NORTH END CAMPGROUND

"D" & "E" CAMPSITE PLAN

ROBERT C. TALLEY

ROBERT C. TALLEY

DAVE SEILER

1/25/2010

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAMENORTH END CAMPGROUND

LOOP ROAD

INDIVIDUAL TREE REMOVAL

8" JUNIPER

4" JUNIPER

6" JUNIPER

10" JUNIPER

6" JUNIPER

12" JUNIPER

20" JUNIPER

12" JUNIPER

20" JUNIPER

12" JUNIPER

4" JUNIPER

8" JUNIPER

14" JUNIPER

16" JUNIPER

5" JUNIPER

12" JUNIPER

24" JUNIPER

RESTROOM

RESTROOM

"A" SPUR

"B" SPUR

"C " S

PU

R

"D" SPUR

"E" SPU

R

STEVE RENNER

DAVE SEILER

1/15/2010

1/15/2010

1/25/2010 19

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAMEREHABILITATION AND

SCARIFY PLAN

(NORTH END)

AREA REQUIRING SCARIFICATION TO 6" DEPTH

EXCLUDED

AREA

EXCLUDED

AREA

EXCLUDED

AREA

12' WIDTH

12' WIDTH

12' WIDTH

12' WIDTH

12' WIDTH

10' WIDTH

14' WIDTH

NOTES

AREA REQUIRING REHAB. TO 24" DEPTH

AREA= .05 ACRES, BORROW = 174 CY.

AREA REQUIRING REHAB. TO 12" DEPTH

AREA= .88 ACRES, BORROW= 1371 CY.

EXISTING

15 CY. STOCKPILE

TO BE REMOVED AND

USED IN THE PROJECT

EXISTING

STOCKPILE

TO BE REMOVED AND

USED IN THE PROJECT

N

W E

STEVE RENNER

STEVE RENNER

DAVE SEILER

1/15/2010

1/15/2010

1/25/2010 20

1. AREAS REQUIRING REHABILITATION TO COVER EXPOSED ROOTS

SHALL BE COVERED TO THE SPECIFIED DEPTHS WITH BORROW MATERIAL.

REQUIRED COMPACTION SHALL BE BY HAULING AND SPREADING EQUIPMENT

EXCEPT AREAS UNDERLYING TRAIL CONSTRUCTION.

THE LIMITS OF REHAB. SHALL BE STAKED BY THE ENGINEER PRIOR TO

CONSTRUCTION.

2. THE LEADING EDGES OF THE REHAB. AREA SHALL BE FEATHERED INTO

THE EXISTING CONTOURS.

3. SCARIFICATION SHALL BE CONSIDERD INCIDENTAL TO ITEM 204(01) ROADWAY EXCAVATION.

4. ENTIRE REHABILITATION AREA SHALL BE HYDROSEEDED.

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

RESTROOM

RESTROOM

NORTH END CAMPGROUND

CONSTRUCT MOUNTING PAD AND

INSTALL HB1 WASTE RECEPTACLE

CONSTRUCT MOUNTING PAD AND

INSTALL HB1 WASTE RECEPTACLE

CONSTRUCT MOUNTING PAD AND

INSTALL HB1 WASTE RECEPTACLE

CONSTRUCT MOUNTING PAD AND

INSTALL HB1 WASTE RECEPTACLE

CONSTRUCT MOUNTING

PAD AND INSTALL HB2

WASTE RECEPTACLE

CONSTRUCT MOUNTING

PAD AND INSTALL HB2

WASTE RECEPTACLE

CONSTRUCT MOUNTING PAD AND

INSTALL HB2 WASTE RECEPTACLE

CONSTRUCT MOUNTING PAD AND

INSTALL HB2 WASTE RECEPTACLE

CONSTRUCT MOUNTING PAD AND

INSTALL HB2 WASTE RECEPTACLE

STEVE RENNER

STEVE RENNER

1/15/2010

1/15/2010

DAVE SEILER 1/25/2010

PLACE (4) WHEEL STOPS AT END OF PARKING AREA

PLACE (2) WHEEL STOPS AT THE END OF SPUR

PLACE (2) WHEEL STOPS AT THE END OF SPUR

PLACE (2) WHEEL STOPS AT THE END OF SPUR

PLACE (2) WHEEL STOPS AT THE END OF SPUR

"E" SPU

R

"C

" SPU

R

"D" SPUR

"B" SPUR

"A"SPUR

PLACE (1) WHEEL STOP AT THE END OF SPUR

WHEEL STOP AND

WASTE RECEPTACLE PLAN 21

NOTES

1. WASTE RECEPTACLES ARE AS MANUFACTURED BY BEAR SAVER,

1390 S. MILLIKEN AVE., ONTARIO, CA 91761 PHONE (909) 605- 7780

2. WASTE RECEPTACLES SHALL BE INSTALLED ACCORDING TO THE

MANUFACTURERS INSTRUCTIONS WITH THE FINAL LOCATIONS

AS STAKED BY THE ENGINEER.

3. FINAL WHEEL STOP LOCATIONS TO BE APPROVED BY THE ENGINEER.

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

STEVE RENNER

STEVE RENNER

1/15/2010

1/15/2010

(75 0)

+8

(690) 19+50

RE-LOCATE 5 BOULDERS AS DIRECTED

BY THE ENGINEER

RESTROOM

PLACE 60 BOULDERS FROM STATION (750) 21+84 TO

THE END OF THE PARKING AREA AS SHOWN

PARKING

AREA

PLACE 92 BOULDERS FROM THE END OF THE

"A" SPUR TO STATION (690) 19+50 AS SHOWN

NOTES

NORTH END CAMPGROUND

BOULDER PLACEMENT PLAN

PLACE 8 BOULDERS AT THE DIRECTION OF

THE ENGINEER TO BLOCK ACCESS TO THE

ABANDONED ROAD

PLACE 8 BOULDERS AT THE DIRECTION OF

THE ENGINEER TO BLOCK ACCESS TO THE

ABANDONED SECTION OF ROAD

PLACE 10 BOULDERS AT THE DIRECTION

OF THE ENGINEER BETWEEN THE PARKING

AREA AND THE RESTROOM

PARKING

AREA

RE- LOCATE 2 BOULDERS AT THE

DIRECTION OF THE ENGINEER

RESTROOM

RE-LOCATE 25 BOULDERS TO THE INSIDE OF

THE CAMPGROUND ROAD AS DIRECTED BY THE ENGINEER

FROM STATION (690) 19+50 TO STATION (750) 21+84

DAVE SEILER 1/25/2010

PLACE 29 BOULDERS FROM STATION (690) 19+50

TO EXISTING LINE OF BOULDERS ADJACENT TO

THE RESTROOM AS SHOWN (TIE INTO EXISTING

BOULDERS AT 19+50)

1. BOULDERS SHALL BE PLACED WITH A MAXIMUM 5' SPACE BETWEEN EDGE OF

EACH UNLESS OTHERWISE DIRECTED BY THE ENGINEER.

2. FINAL PLACEMENT OF ALL BOULDERS SHALL BE AS APPROVED BY THE ENGINEER.

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAMENORTH END CAMPGROUND

DAVE SEILER 1/25/2010

SIGN PLAN

BOB TALLEY 1/25/2010

1/25/2010ROBERT C. TALLEY

"E" SPU

R

"C

" SPU

R

"D" SPUR

"B" SPUR

"A"SPUR

INSTALL STOP SIGN

RESTROOM

INSTALL SITE IDENTIFICATION SIGN

INSTALL ONE WAY SIGN

RESTROOM

INSTALL HIKING LOGO SIGN

INSTALL SITE IDENTIFICATION SIGN

NOTES

D

INSTALL DIRECTIONAL

SIGN #1

INSTALL DIRECTIONAL

SIGN #2

INSTALL SITE

IDENTIFICATION SIGN

C

INSTALL SITE

IDENTIFICATION SIGN

A

B

DIRECTIONAL SIGN #1

INSTALL NO PARKING

LOADING ZONE SIGN

INSTALL NO PARKING

LOADING ZONE SIGN

Orr Lake

GROUP CAMPS

INSTALL DRINKING

WATER LOGO SIGN

INSTALL DIRECTIONAL

SIGN #3

DIRECTIONAL SIGN #3

DIRECTIONAL SIGN #2

INSTALL RECREATION

SITE IDENTIFICATION SIGN

INSTALL HAND LAUNCH

LOGO SIGN

GROUP CAMPS

INFORMATION

DAY USE PARKING

DRINKING WATER

EAST SIDE CAMPGROUND

BOAT RAMP

GROUP CAMPS

EAST SIDE CAMPGROUND

DRINKING WATER

1. SIGNS TO CONFORM TO "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES" 2009 EDITION.

2. DIRECTIONAL AND RECREATION SITE IDENTIFICATION SIGNS

TO USE TWO 4" X 4" POSTS. ALL OTHERS USE ONE 4" X 4" POST.

3. FINAL SIGN LOCATIONS TO BE APPROVED BY THE ENGINEER.

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

PLAN

EAST/NORTH TIE ROAD

(1030) 10+00

EXISTING BOAT DOCK AND RAMP

PLACE BENCH

PLACE BENCH

SEE DETAIL FOR CONSTRUCTION

OF PAY STATION

EAST END CAMPGROUND

"J" SPUR

"F" SPUR

"G

" SPU

R

"H" SPUR

24'

14' 16'

14'10'

12'

NOTES

N

W E

RESTROOM

EAST END

CAMPGROUND ROAD

5'R 30'R

30'R

5'R

30'R 5'R

30'R

5'R 5'R30'R

30'R

15'R

15'R

5'R

STEVE RENNER 1/15/2010

STEVE RENNER 1/15/2010

DAVE SEILER 1/25/2010

1. AREAS REQUIRING REHABILITATION TO COVER EXPOSED ROOTS AND

EXISTING ROAD SHALL BE COVERED TO THE SPECIFIED DEPTH WITH

BORROW MATERIAL. REQUIRED COMPACTION SHALL BE BY HAULING

AND SPREADING EQUIPMENT.THE LIMITS OF REHAB. SHALL BE STAKED

BY THE ENGINEER PRIOR TO CONSTRUCTION.

2. THE LEADING EDGES OF THE REHAB. AREA SHALL BE FEATHERED INTO

THE EXISTING CONTOURS.

3. ALL EXCESS EXCAVATION FROM CAMP SPUR AND CAMP SITE EXCAVATION

SHALL BE UTILIZED IN THE REHABILITATION AREA.

4. REHABILITATION AREA SHALL BE HYROSEEDED.

CONSTRUCT LEVEL PAD FOR PICNIC

TABLE TO MATCHGRADE OF ROAD,

PLACE 4" AGGREGATE BASE

CONSTRUCT LEVEL PAD TO MATCH

GRADE OF EXISTING ROAD FOR

INFORMATION SIGN,

PLACE 4" AGGREGATE BASE

AREA REQUIRING REHAB. TO 12" DEPTH

AREA= .07 ACRES, BORROW= 107 CY.

(QUANTITY INCLUDES EXCESS EXCAVATION

FROM SPUR AND CAMPSITE CONSTRUCTION)

E

ORR LAKE CAMPGROUND

CIR

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

PLAN AND PROFILE

FINISHED

ROADBED

WIDTHS

CL

6' 6'

6' 6' 6' 6' 6'

6' 6'6' 6'

6'

EAST END CAMPGROUND

ROAD

Mass Haul (Cu. Yd.) Mass Haul (Cu. Yd.)

-100

-50

-15

-10

-5

7SCALE

0 100

(1

0)

0+

(1

0)

0+

(1

0)

0+

(1

0)

1+

(1

0)

1+

(1

0)

2+

+3

(1090) 12+62 (1100) 12+90

(1110) 13+05

10+00

(1110) 13+05 10+00

(1110) 13+05 10+00

EQ

EQ

EQ

(1120) 13+31 13+43

(1130) 13+51

(1140) 13+59

(1150) 10+16

(1

0)

0+

(1

0)

0+

(1

0)

0+

L-STATIONL-STATION

-2% -1%

-2% -1%

-1% +2% -1% +1% +5%

+7%

0% +2% +1%

EXISTING ROAD

30' R

5' R

30' R

EXISTING ROAD

SEE DETAIL FOR CONSTRUCTION

OF INFORMATION/PAY STATION

STEVE RENNER

STEVE RENNER

1/15/2010

1/15/2010

GROUND

GROUND

L LINE

P LINE

"J" SPUR

14' 14' 12' 12'

TOTAL BORROW QUANTITY = 124 CUBIC YARDS

TOTAL AGGREGATE BASE QUANTITY = 119 CUBIC YARDS

15' R

5' R

5' R

30' R 30' R

NOTE - CLEARING FOR THE EAST END CAMPGROUND

ROAD AND SPURS SHALL BE INDIVIDUAL TREE REMOVAL

(INCLUDES REMOVING LIMBS OF EXISTING TREES WITHIN

THE CLEARING LIMITS AND DISPOSAL OF THE TOP, LIMB,LOG

AND STUMP IN DISPOSAL AREA ADJACENT TO THE PROJECT)

REMOVE 10" JUNIPER

DAVE SEILER 1/25/2010

SUBGRADE

E

N

W

E

ORR LAKE CAMPGROUND

CIR

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

PLAN AND PROFILE

STEVE RENNER

STEVE RENNER

1/15/2010

1/15/2010

FINISHED

ROADBED

WIDTHS

CL

EAST END CAMPGROUND

"F" AND "G" SPURS

-20

-10

LO

OP R

OAD

CL

(F

) 1

0+

LOOP ROAD

LO

O

P R O

AD

C

C

L

L

(F

0)

0+ 45 (F 30) 10+75

(F 40) 11+03

(F 50) 11+31

+8%

0%

GROUND

0 100

SCALE

"F" SPUR

P LINE

L LINE

P LINE

L LINE

FINISHED

ROADBED

WIDTHS

CL

6' 6'

6' 6' 6' 6' 6' 6'

Mass Haul (Cu. Yd.)

Mass Haul (Cu. Yd.)

L-STATION

L-STATION

TOTAL EXCAVATION QUANTITY = 8 CUBIC YARDS

TOTAL BORROW QUANTITY = 29 CUBIC YARDS

TOTAL AGG. BASE QUANTITY = 35 CUBIC YARDS

SCALE

0 100

GROUND

0%

-9%

"G" SPUR

(G

10) 10+11

(G

20) 10+30

(G

0)

0+

.4

(G

0)

1+

DAVE SEILER 1/25/2010

SUBGRADE

SUBGRADE

TOTAL EXCAVATION QUANTITY = 51 CUBIC YARDS

TOTAL AGG. BASE QUANTITY = 24 CUBIC YARDS

NOTE: EXCESS EXCAVATION OF 38 CUBIC YARDS

SHALL BE USED IN THE REHAB. AREA ADJACENT

TO THE ROAD CONSTRUCTION

EN

W

E

ORR LAKE CAMPGROUND

CIR

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

PLAN AND PROFILE

STEVE RENNER

STEVE RENNER

1/15/2010

1/15/2010

FINISHED

ROADBED

WIDTHS

FINISHED

ROADBED

WIDTHS

CC LL

-50

+6% 0%

-6%

GROUND

6'6' 6'6'

6'6' 6'6'

Mass Haul (Cu. Yd.)Mass Haul (Cu. Yd.)

L-SATIONL-SATION 10

EAST END CAMPGROUND

"H" AND "J" SPUR

0 100

LO

O

P RO

AD

LO

O

P R O

AD

C

C

L

L

(J 10) 10+17

(J 20) 10+40 (J

0)

0+

(J

0)

0+

(J

0)

1+

LO

O

P

RO

AD

C L

P LINEP LINE

L LINEL LINE

SCALE

REMOVE 1O" JUNIPER

"J" SPUR

SCALE

0 100

TOTAL BORROW QUANTITY = 66 CUBIC YARDS

TOTAL AGG. BASE QUANTITY = 31 CUBIC YARDS

(H

10) 10+12

(H

20) 10+40

(H

0)

0+

"H" SPUR

-8%

0%

GROUND

(H

0)

0+

TOTAL EXCAVBATION QUANTITY = 18 CUBIC YARDS

TOTAL AGG. BASE QUANTITY = 19 CUBIC YARDS

NOTE: EXCESS EXCAVATION OF 9 CUBIC YARDS

SHALL BE USED IN THE REHAB. AREA ADJACENT

TO THE ROAD CONSTRUCTION

DAVE SEILER 1/25/2010

SUBGRADE

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

INI_4REVISION_4DTREV4

INI_3REVISION_3DTREV3

INI_2REVISION_2DTREV2

INI_1REVISION_1DTREV1

1,007 sq ft

1,225 sq ft

LEGEND: NOTES:

24"

6"

5"

6"

18"

18" 20"

36"

36" 6"

12"

12"

PINE TREE

JUNIPER

AGGREGATE

9' PICNIC TABLE

SINGLE PEDESTAL GRILL

UNIVERSAL ACCESS FIRE RING

BOULDER

LANTERN HANGER

TOTAL EXCAVATION QUANTITY = 96 CUBIC YARDS

TOTAL AGGREGATE BASE CUANTITY = 15 CUBIC YARDS

TOTAL EXCAVATION QUANTITY = 22 CUBIC YARDS

TOTAL AGGREGATE BASE CUANTITY = 12 CUBIC YARDS

EAST END CAMPGROUND

"F" & "G" CAMPSITE PLAN

"F" CAMPSITE PLAN "G" CAMPSITE PLAN

"F" SPU

R

"G " S

PUR

1. Square footage shown for each site is approximate to identify scope of work.

2. Construction limits will be staked on the ground by the Forest Service.

3. Lantern hanger, table anchor, covered pedestal grill, and large fire ring shall be installed as per typical drawings.

4. Final placement of site furniture and site furniture anchors will be designated on the ground by the Forest Service.

5. Edge of camping area to match elevation of spur edge and shall be sloped to drain 2% maximum.

6. Boulder locations are approximate.

7. Aggregate shall be placed 4" deep in camping area.

8. Excess excavation to be utilized in the rehabilitation area.

ROBERT C. TALLEY

ROBERT C. TALLEY

DAVE SEILER

1/25/2010

1,210 sq ft

CIR

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

INI_4REVISION_4DTREV4

INI_3REVISION_3DTREV3

INI_2REVISION_2DTREV2

INI_1REVISION_1DTREV1

738 sq ft

LEGEND: NOTES:

PINE TREE

JUNIPER

AGGREGATE

9' PICNIC TABLE

COVERED PEDESTAL GRILL

LARGE FIRE RING

BOULDER

LANTERN HANGER

4" 30"

12"

5"

18" 30"

12"

12"

12"30" 18"

20"

TOTAL EXCAVATION QUANTITY = 10 CUBIC YARDS

TOTAL AGGREGATE BASE CUANTITY = 9 CUBIC YARDS

TOTAL EXCAVATION QUANTITY = 10 CUBIC YARDS

TOTAL AGGREGATE BASE CUANTITY = 15 CUBIC YARDS

"H" CAMPSITE PLAN "J" CAMPSITE PLAN

EAST END CAMPGROUND

"H" & "J" CAMPSITE PLANS

"J" SPUR

"H " S

PUR

ROBERT C. TALLEY

ROBERT C. TALLEY

DAVE SEILER

1/25/2010

1/25/2010

1/25/2010

1. Square footage shown for each site is approximate to identify scope of work.

2. Construction limits will be staked on the ground by the Forest Service.

3. Lantern hanger, table anchor, covered pedestal grill, and large fire ring shall be installed as per typical drawings.

4. Final placement of site furniture and site furniture anchors will be designated on the ground by the Forest Service.

5. Edge of camping area to match elevation of spur edge and shall be sloped to drain 2% maximum.

6. Aggregate shall be placed 4" deep in camping area.

7. Excess excavation to be utilized in the rehabilitation area.

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAMEEAST END CAMPGROUND

DAVE SEILER 1/25/2010

SIGN PLAN

BOB TALLEY 1/25/2010

ROBERT C. TALLEY 1/25/2010

EAST/NORTH TIE ROAD

"J" SPUR

"F" SPUR

"G

" SPU

R

"H" SPUR

N

W E

RESTROOM

NOTES

INSTALL (4) NO CAMPING LOGO SIGNS

INSTALL SITE IDENTIFICATION SIGN

INSTALL SITE IDENTIFICATION SIGN

INSTALL SITE IDENTIFICATION SIGN

INSTALL SITE IDENTIFICATION SIGN

INSTALL ONE WAY SIGN

INSTALL STOP SIGN

INSTALL TWO

DAY USE

PARKING

SIGNS

INSTALL DIRECTIONAL SIGN

INSTALL HIKER

LOGO SIGN

INSTALL (2) ONE

WAY SIGNS

INSTALL DIRECTIONAL SIGN

1. SIGNS TO CONFORM TO "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES" 2009 EDITION.

2. DIRECTIONAL AND SITE IDENTIFICATION SIGNS TO USE TWO

4" X 4" POSTS. ALL OTHERS USE ONE 4" X 4" POST.

3. FINAL SIGN LOCATIONS TO BE APPROVED BY THE ENGINEER.

GROUP CAMPS

DRINKING WATER

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

EAST/NORTH TIE ROAD

EAST END CAMPGROUND

"J" SPUR

"F" SPUR

"G

" SPU

R

"H" SPUR

N

W E

RESTROOM

STEVE RENNER 1/15/2010

STEVE RENNER 1/15/2010

DAVE SEILER 1/25/2010

PLACE (1) WHEEL STOP AT THE END OF SPUR

PLACE (1) WHEEL STOP AT THE END OF SPUR

CONSTRUCT MOUNTING PAD AND

INSTALL HB2 WASTE RECEPTACLE

CONSTRUCT MOUNTING PAD AND

INSTALL HB2 WASTE RECEPTACLE

CONSTRUCT MOUNTING PAD AND

INSTALL HB2 WASTE RECEPTACLE

CONSTRUCT MOUNTING PAD AND

INSTALL HB1 WASTE RECEPTACLE

CONSTRUCT MOUNTING PAD AND

INSTALL HB1 WASTE RECEPTACLE

CONSTRUCT MOUNTING PAD AND

INSTALL HB1 WASTE RECEPTACLE

WHEEL STOP AND

WASTE RECEPTACLE PLAN 31

NOTES

1. WASTE RECEPTACLES ARE AS MANUFACTURED BY BEAR SAVER,

1390 S. MILLIKEN AVE., ONTARIO, CA 91761 PHONE (909) 605- 7780

2. WASTE RECEPTACLES SHALL BE INSTALLED ACCORDING TO THE

MANUFACTURERS INSTRUCTIONS WITH THE FINAL LOCATIONS

AS STAKED BY THE ENGINEER.

3. FINAL WHEEL STOP LOCATIONS TO BE APPROVED BY THE ENGINEER.

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

EAST/NORTH TIE ROAD

EXISTING BOAT DOCK AND RAMP

EAST END CAMPGROUND

"J" SPUR

"F" SPUR

"G

" SPU

R

"H" SPUR

N

W E

RESTROOM

BOULDER PLACEMENT PLAN

NOTES

1. BOULDERS SHALL BE PLACED WITH A MAXIMUM 5' SPACE BETWEEN EACH UNLESS

OTHERWISE DIRECTED BY THE ENGINEER.

2. FINAL PLACEMENT OF ALL BOULDERS SHALL BE AS APPROVED BY THE ENGINEER.

(T34) 3 3+87

PLACE 166 BOULDERS AROUND THE INSIDE PERIMETER

OF THE CAMPGROUND AS SHOWN

STEVE RENNER 1/15/2010

STEVE RENNER 1/15/2010

DAVE SEILER 1/25/2010 32

PLACE 20 BOULDERS FROM THE EDGE OF

ORR LAKE PERPENDICULAR TO THE TRAIL

AT STATION (T34) 33+87

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

ORR LAKE

TRAIL CONSTRUCTION

PLAN VIEW

(T11) STA 16+65

(T16) 20+32

(T26) STA 26+07

(T

ST

A

+1 2(T

ST

A

+5

(T1)

STA 10

+0

(T4)

STA 11

+9

STA 15+59

STA 19+75

CONSTRUCT 230 ' OF TRAIL FROM LAKE TRAIL JCT. (STA 19+75)

TO PAY STATION AND BATHROOM

NOTES

CONSTRUCT 335' OF TRAIL BETWEEN THE BATHROOM,

PARKING AREA AND LOOP ROAD JUNCTION

STEVE RENNER

STEVE RENNER

DAVE SEILER

1/15/10

1/15/10

1/25/10

INSTALL 6" X 10' CMP AS DIRECTED BY

THE ENGINEER. COST IS CONSIDERED INCIDENTAL

TO ITEM 204(97).

1. LOCATION STAKING SHALL BE COMPLETED BY THE FOREST SERVICE

PRIOR TO CONSTRUCTION.

2. TRAILS SHALL BE CONSTRUCTED TO ALLOW A SMOOTH TRANSITION

AT ALL JUNCTIONS WITH ROADS, BATHROOMS, ETC.

3. WORK SHALL BE CONDUCTED IN A MANNER THAT WILL LEAVE ALL

EXISTING TREES AND VEGETATION OUTSIDE THE CLEARING LIMITS

UNDISTURBED.

4. ALL TRAIL EXCAVATION SHALL BE PAID FOR UNDER ITEM 204(97) EXCAVATION,

COMPACTION METHOD (E).

5. TOTAL AGGREGATE BASE QUANTITY = 328 CUBIC YARDS

TOTAL BORROW QUANTITY = 172 CUBIC YARDS

N

W

E

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

(T2) 10+32 TRAIL CONSTRUCTION - 5' WIDTH

(T5) 12+36 TRAIL CONSTRUCTION - 5' WIDTH

(T4) 11+97 TRAIL CONSTRUCTION - 12 WIDTH

REFERENCE FISHING PLATFORM "B" (SEE DETAIL)

INSTALL BENCH

(T1) 10+00 BEGIN TRAIL CONSTRUCTION - 9' WIDTH

BEGIN 6" DEPTH BORROW

BEGIN 6" DEPTH AGGREGATE BASE

REFERENCE FISHING PLATFORM "A" (SEE DETAIL)

(T6) 14+02 END 6" DEPTH BORROW

(T9) 15+59 JCT. CAMPGROUND LOOP ROAD

BEGIN TRAIL CONSTRUCTION - 5' WIDTH

BEGIN 6" DEPTH AGGREGATE BASE

15+59 JCT. CAMPGROUND LOOP ROAD

END TRAIL CONSTRUCTION

END 6" DEPTH AGGREGATE BASE

TRAIL CONSTRUCTION

STRAIGHT LINE PLAN

(T16) 20+32 REFERENCE FISHING PLATFORM "C" (SEE DETAIL)

(T19) 22+85 INSTALL BENCH

(T20) 23+52 BEGIN "FULL BENCH" TRAIL CONSTRUCTION

WASTE EXCAVATION ON THE ADJACENT ROAD BELOW

(T24) 25+19 END "FULL BENCH" TRAIL CONSTRUCTION

BEGIN 6" DEPTH BORROW

(SEE DETAIL FOR ROAD/TRAIL OBLITERATION)

(T26) 26+07 REFERENCE FISHING PLATFORM "D"

(SEE DETAIL)

(T33) 32+33 END 6" BORROW

(T36) 35+12 END TRAIL CONSTRUCTION

END 6" AGGREGATE BASE

REFERENCE EXISTING BOAT DOCK AND RAMP

(T27) 26+24 INSTALL BENCH

19+75 JCT. TRAIL TO BATHROOM AND PARKING

(T11) 16+55 JCT. TRAIL TO FISHING ACCESS RAMP

1/15/2010

DAVE SEILER 1/25/2010 34

30'-0"

4'-0"

2' TYP.

3'-6"

1'-7"

4'-0"

CIRA MRPED T AFOTNE G

ERUTLU

1-1/4" CAP WELD IN PLACE

1-1/4" STEEL PIN

1-1/4" REMOVABLE CAP

4" ALUM. INTERLOCKING

SKID RESISTANT DECK SLABS

ALUM. CROSS MEMBER

7-1/2" R

CROSS LINKED POLYETHYLENE FLOATATION

TUBS WITH POLYSTYRENE FOAM BILLET

8" 8" 8"

6"

1-1/4"U+2205 GALV. PIANO HINGE

END LEG ASSEMBLY

VINYL FENDER/BUMPER

HENDERSON NO. 301 OR EQ.2" X 4" POLYETHYLENE GRAY LUMBER CURB

2" X

" C

U R

B

8" CAST GALV. MOORING CLEAT (5 REQ'D)

HENDERSON MARINE 503D OR EQ.

6" A

LU

M

IN

U

M

IN

TE

R

LO

C

KI

G

D

EC

K

SL

AT

S

W /S

AN

D

BL

AS

T

FI

N

IS

H

ALUM. TUBULAR RECTANGULAR BEAM

'-0

6'-0"

1.5"U+2205x0.125 ALUM. HANDRAILING

12" 12" 12" 6"

DOCK ANCHOR ASSEMBLY CENTER ON FRAME DOCK ANCHOR ASSEMBLY CENTER ON FRAME

GALVANIZED STEEL DECK FRAME

8"8"

4'-0 1/4 "

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

STEVE RENNER

STEVE RENNER

DAVE SEILER

1/15/2010

1/15/2010

1/25/2010

ORR LAKE CAMPGROUND

FISHING PLATFORM

"A" , "B" AND "D"

DESIGN PLAN AND PROFILE 35

4'-0"

CIRA MRPED T AFOTNE G

ERUTLU

4" ALUM. INTERLOCKING

SKID RESISTANT DECK SLABS

ALUM. CROSS MEMBER

ALUM. TUBULAR RECTANGULAR BEAM

7-1/2" R

CROSS LINKED POLYETHYLENE FLOATATION

TUBS WITH POLYSTYRENE FOAM BILLET

GALVANIZED STEEL DECK FRAME

1.5"U+2205x0.125 ALUM. HANDRAILING

8" 8" 8" 6"

ANCHOR ASSEMBLY CENTER ON FRAME

DOCK ANCHOR ASSEMBLY

1-1/4"U+2205 GALV. PIANO HINGE

6" ALUMINUM INTERLOCKING DECK SLATS W/SANDBLAST FINISH

END LEG ASSEMBLY

END LEG ASSEMBLY

8" CAST GALV. MOORING CLEAT (6 REQ'D)

HENDERSON MARINE 503D OR EQ.

VINYL FENDER/BUMPER

HENDERSON NO. 301 OR EQ.

2" X 4" POLYETHYLENE GRAY LUMBER CURB

2" X 4" CURB

20'-0"

6"-0"

2' TYP.

3'-6"

1'-7"

12" 12" 12"

4'-0"

30'-0"

6" 8"8"

1-1/4" CAP WELD IN PLACE

1-1/4" STEEL PIN

1-1/4" REMOVABLE CAP

4'-0 1/4 "

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

STEVE RENNER 1/15/2010

STEVE RENNER 1/15/2010

DAVE SEILER 1/25/2010

ORR LAKE CAMPGROUND FISHING PLATFORM "C"

DESIGN PLAN AND PROFILE 36

8"

12"

12"

6'-0"

8"

2"

4"

6'-0"

8"

ORR LAKE CAMPGROUND

CIR

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAMEFISHING PLATFORM

APPROACH RAMP

DETAIL

2" EYE BOLT

1-1/4" CONT. GALV.

PIANO HINGE

11-1/2" 12-1/2" 11-1/2"

L4x4x1/4 GALVANIZED

NOSING - FULL LENGTH

GANGWAY

6"x2"x1/4" GALV.

STUDS 12" O.C. FULL

PENETRATION WELD TO ANGLE

1-1/4"U+2205 HINGE PIN

1-1/4" CONT. GALV. PIANO

HINGE TO GANGWAY FULL

LENGTH WELD EA. SEGMENT

#4-24" O.C.E.W.

2%

ORIGINAL GROUND

PERIMETER FOOTING

EXCAVATION LINE

CONSTRUCTION JOINT (TYP.)

BURKE "KOLD KEY" OR EQUAL

NO SCALE

#4@24" O.C.E.W.

NATIVE BACKFILL

6"

MEAN WATER LEVEL ELEV. 82.4'

2" U+2205 EYE BOLT - CENTER ON FOOTING

NATIVE BORROW BACKFILL

6"

6"

6"

4"

6" AGGREGATE BASE

FOOTING ELEV. 82.4'

2"x4" CURB

EACH SIDE

FOOTING ELEV. 82.4'

L 4 X 4 X 1/4 GALVANIZED

NOSING- FULL LENGTH

CONCRETE ON-SHORE APPROACH RAMP

CONCRETE ON-SHORE APPROACH RAMP - FRONT ELEV.

4' x 30'

HINGE DETAIL

STEVE RENNER

STEVE RENNER

DAVE SEILER

1/15/2010

1/15/2010

1/25/2010

PIANO HINGE TO GANGWAY

(SUPPLIED BY MANUFACTURER)

NOTES

1. CONCRETE APPROACH RAMP SHALL BE PAID UNDER ITEM 601(01).

2. POLYETHYLENE CURB AND REBAR SHALL BE CONSIDERED

INCIDENTAL TO ITEM 601.

3. FINAL LOCATION SHALL BE APPROVED BY THE ENGINEER.

4" X 4" POLYETHYLENE GRAY LUMBER CURB, ATTACH

WITH 1/2" DIA X 6" CONCRETE ANCHORS SPACED 18" APART

PLAN AND PROFILECIR

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAMEFISHING PLATFORM "A"

6'

30'

6'

GANGWAY

FISHING PLATFORM

20'

CONCRETE APPROACH RAMP

ADJUSTMENT

CHAIN

6'

NO SCALE

GANGWAY

FISHING

PLATFORMCONCRETE APPROACH RAMP

6" AGGREGATE BASE

ORIGINAL

GROUND

MEAN WATER ELEVATION = 82.4'

PLATFORM ANCHOR CHAIN

-2%

NOTE - ANY LARGE ROCK ENCOUNTERED

DURING EXCAVATION SHALL BE

PLACED AGAINST THE COMPLETED

APPROACH RAMP

TRAIL

FINISHED GRADE = 86.4'

ELEVATION

BACKFILL WITH NATIVE BORROW MATERIAL

STEVE RENNER

STEVE RENNER

DAVE SEILER

1/15/2010

1/15/2010

1/25/2010 38

OFFSHORE

ANCHOR

(SEE SHEET 42

FOR DETAILS)

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

PLAN AND PROFILE

FISHING PLATFORM "B"

TRAIL

PLACE 6" AGGREGATE BASE

FINISHED GRADE = 87.8'

ELEVATION

FINISHED GRADE = 86.9'

ELEVATION

TRAIL

GANGWAY

FISHING PLATFORM

ADJUSTMENT

CHAIN

GANGWAY FISHING

PLATFORM

ORIGINAL

GROUND PLATFORM ANCHOR CHAIN

MEAN WATER ELEVATION = 82.4'

CONCRETE

APPROACH

RAMP

14'

11'

6'

-8% -2%

30'

6'

6'

EXCAVATE EXISTING ROCKS AND CONSTRUCT

ACCESS TO THE CONCRETE APPROACH RAMP

UTILIZING BORROW MATERIAL

20'

BACKFILL WITH NATIVE BORROW MATERIAL

ARMOR FILL WITH CLASS 3 OR LARGER RIPRAP,

FINISHED SLOPE SHALL BE 1 1/2:1

RIPRRAP AVAILABLE AT SITE

STEVE RENNER

STEVE RENNER

1/15/2010

1/15/2010

1/25/2010DAVE SEILER 39

OFFSHORE

ANCHOR

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

TRAIL

PLACE 6" AGGREGATE BASE

GANGWAY

FISHING PLATFORM

ADJUSTMENT

CHAIN

GANGWAY FISHING

PLATFORM

ORIGINAL

GROUND PLATFORM ANCHOR CHAIN

MEAN WATER ELEVATION = 82.4'

CONCRETE

APPROACH

RAMP

-6%

FINISHED GRADE = 85.4'

ELEVATION

-2%

FINISHED GRADE = 84.4'

ELEVATION

19'

TR

AI

L

13.5' 3'

6'

6' 30'

GEOTEXTILE

20'

6'

FILL SLOPE 1 1/2:1

FISHING PLATFORM "C"

CONSTRUCT ACCESS TO THE CONCRETE APPROACH

RAMP UTILIZING BORROW MATERIAL, PLACE GEOTEXTILE

UNDER ENTIRE ACCESS AREA BACKFILL WITH NATIVE BORROW MATERIAL

STEVE RENNER

STEVE RENNER

DAVE SEILER

1/15/2010

1/15/2010

1/25/2010 40

OFFSHORE

ANCHOR

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAMEFISHING PLATFORM "D"

TRAIL

PLACE 6" AGGREGATE BASE

GANGWAY

FISHING PLATFORM

ADJUSTMENT

CHAIN

GANGWAY

FISHING

PLATFORM

ORIGINAL

GROUND

PLATFORM ANCHOR CHAIN

MEAN WATER ELEVATION = 82.4'

CONCRETE

APPROACH

RAMP

-8% -2%

TRAIL

12' 6.5'

15' 6'

6'

30'

FINISHED GRADE = 87.2'

ELEVATION

FINISHED GRADE = 86.2

ELEVATION

FINISHED GRADE = 86.2

ELEVATION

6'

EXCAVATE EXISTING ROCKS AND CONSTRUCT

ACCESS TO THE CONCRETE APPROACH RAMP

UTILIZING BORROW MATERIAL

20'

BACKFILL WITH NATIVE BORROW MATERIAL

ARMOR FILL WITH CLASS 3 OR LARGER RIPRAP,

FINISHED SLOPE SHALL BE 1 1/2:1,

EXTEND RIPRAP A MINIMUM OF 6" ABOVE

AGGREGATE SURFACE,

RIPRRAP AVAILABLE AT SITE

STEVE RENNER

STEVE RENNER

DAVE SEILER

1/15/2010

1/15/2010

1/25/2010 41

OFFSHORE

ANCHOR

(SEE SHEET

42 FOR

DETAILS)

CIRA MRPED T AFOTNE G

ERUTLU

FISH PLATFORM DETAILS

AND NOTES

2"U+2205 RING 3/8" CHAIN SHACKLE

2" EYEBOLT

3/8" CHAIN SHACKLE

HENDERSON MARINE OR EQ.

PRECAST CONCRETE BLOCK

1200 LB. APPROX. WEIGHT

2'

2'

ANCHOR ASSEMBLY

C4x5.4 BRACE

C4x5.4 LEG

POLYETHYLENE

FLOATATION TUB

OFFSHORE CONCRETE ANCHOR

1-1/2"

4-1/2"

3"

1/2"

1-1/2"

C4x5.4 WELD ALL CONTACTS

TO FLOAT FRAME

ANCHOR ASSEMBLY DETAIL

6'x20' FISHING

PLATFORM

1/4 " FOOT PLATE

END LEG ASSEMBLY DETAIL

CONCRETE OFFSHORE ANCHOR

2'

2" GALVANIZED EYEBOLT CHICAGO

G-9 OR EQUAL

NOTES

NOTES:

1.

2.

3.

4.

5.

6.

9.

10.

11.

12.

3/8" P 30 CHAIN

HENDERSON MARINE OR EQ.

1. FISHING PLATFORM AND GANGWAY ARE AS

MANUFACTURED BY HALLSTEN CORPORATION

6944 34TH STREET, NORTH HIGHLANDS, CA 95660

PHONE (916) 331-7211.

2. SHOP DRAWINGS FOR FISHING PLATFORMS AND

GANGWAYS ARE REQUIRED.

3. FRAMING AND DECKING MATERIALS SHALL BE

FABRICATED FROM GALVANIZED STEEL OR

ALUMINUM MATERIALS UNLESS OTHERWISE APPROVED.

4. GANGWAY SHALL BE EQUIPPED WITH HANDRAILS ON BOTH

SIDES OF THE WALKING SURFACE AND SHALL BE THE SAME

LENGTH AS THE WALKING SURFACE.

5. ALUMINUM UTILIZED IN FABRICATION OF BOARDING FLOATS

AND GANGWAYS SHALL BE ALLOY 6061-T 6 OR 6063-T 6

MATERIALS SHALL BE NEW AND OF FIRST QUALITY.

6. ANY FASTENERS BETWEEN ALUMINUM COMPONENTS SHALL

BE STAINLESS STEEL. FASTENERS BETWEEN ALUMINUM AND

GALVANIZED STEEL COMPONENTS SHALL BE HOT DIPPED

GALVANIZED OR STAINLESS STEEL.

7. ALL STEEL ACCESSORIES OR COMPONENTS SHALL BE HOT

DIPPED GALVANIZED WITH A MINIMUM OF 2 OZ. OF ZINC

PER SQUARE FOOT OF SURFACE.

8. ALL WELDS SHALL BE MADE OF A FILLER METAL ALLOY

WHICH WILL PRODUCE A WELD WHICH IS COMPATIBLE

IN CORROSION RESISTANCE WITH THE BASE METAL.

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

U.S. DEPARTMENT OF AGRICULTURE DATE:

DRAWN:

CHECKED:

DATE:

DATE:

DESIGNED: STEVE RENNER

SHEET

DRAWING NAME

1/15/2010

STEVE RENNER 1/15/2010

DAVE SEILER 1/25/2010 42

9. BOARDING FLOAT AND GANGWAY DECK AND STRUCTURAL COMPONENTS

SHALL SUPPORT THE STRUCTURE DEAD WEIGHT PLUS A UNIFORM

DISTRIBUTED LIVE LOAD OF 40 POUNDS PER SQUARE FOOT.

10. MINIMUM FREE BOARD UNDER COMBINED DEAD AND LIVE

LOADING CONDITIONS SHALL NOT BE LESS THAN 8 INCHES.

FREE BOARD UNDER DEAD LOAD ONLY SHALL BE BETWEEN

16 AND 22 INCHES.

11. SUFFICIENT ANCHOR CHAIN SHALL BE PROVIDED TO ALLOW A 2'

FLUCTUATION IN WATER DEPTHS.

12. DECKING MATERIALS SHALL BE ALUMINUM DECK SLATS 6" WIDE

BY 1.61" DEEP WITH RIBBED NON-SKID SURFACE.

13. FLOATATION TUBS SHALL BE CROSS LINKED POLYETHYLENE

HAVING A WALL THICKNESS OF 0.125 MIN. TUBS SHALL CONFORM

TO ATM D 124 B AND BE MANUFACTURED TO BE UV RESISTANT

FOR A PERIOD OF 20 YRS. TUBS SHALL BE COMPLETELY FILLED

WITH POLYSTYRENE FOAM. FOAM SHALL HAVE A MINIMUM

DENSITY, IN PLACE OF 0.9 LB PER CUBIC FOOT AND A

MAXIMUM DENSITY OF 1.2 LB PER CUBIC FOOT.

14. ALL EXCAVATION NECESSARY FOR THE CONCRETE APPROACH

RAMP SHALL BE PAID FOR UNDER ITEM 204(97) EXCAVATION,

COMPACTION METHOD (E).

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

SPU

R

E

(T

) S

TA

6+

FISHING ACCESS RAMP

CONSTRUCT 60' OF TRAIL, 6' WIDTH AND 6" DEPTH AGGREGATE BASE

PLACE DRAIN ROCK, GEOTEXTILE AND 6' WIDE X 30' LONG SECTION

OF ARMORTEC "CLASS 45S" ARMORFLEX

TRAIL

MEAN WATER ELEVATION

30'

CLASS 45S ARMORFLEX

NOTES

PLACE 3" MINUS DRAIN ROCK FOR

6" DEPTH X 8' WIDTH X 30' LENGTH

RESTROOM

COMPLETELY ENCASE DRAIN ROCK

WITH "PROPEX 2X2 HF" OR EQUAL

GEOTEXTILE FABRIC (58 S.Y.)

1) FISH ACCESS RAMP (ARMORTECH "CLASS 45S ARMORFLEX" IS AS MANUFACTURED BY

CONTECH CONSTRUCTION PRODUCTS INC., 6001 RICH HILL DRIVE, ORANGEVALE, CA 95662

PHONE (916) 871-2595.

2) "ARMORFLEX" SHALL BE INSTALLED ACCORDING TO THE MANUFACTURERS INSTRUCTIONS.

3) DRAIN ROCK (5 C.Y.) SHALL BE COMMERCIAL SOURCE AND IS CONSIDERED INCIDENTAL TO ITEM 10700.

STEVE RENNER

STEVE RENNER

DAVE SEILER

1/15/2010

1/15/2010

1/25/2010 43

PLACE BENCH

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

BOAT RAMP

(T36) STA 35+12

EAST END CAMPGROUND

EXISTING BOAT RAMP

NOTES

1) BOAT RAMP (ARMORTECH "CLASS 45S ARMORFLEX" IS AS MANUFACTURED BY

CONTECH CONSTRUCTION PRODUCTS INC., 6001 RICH HILL DRIVE, ORANGEVALE, CA 9566

PHONE (916) 871-2595.

2) "ARMORFLEX" SHALL BE INSTALLED ACCORDING TO THE MANUFACTURERS INSTRUCTIONS

MEAN WATER ELEVATION

3'

CLASS 45S ARMORFLEX

PRIOR TO PLACING ARMORFLEX MAT, BACKFILL THE EXISITNG

GEOGRID WITH 3/4 " CRUSHED AGGREGATE TO THE TOP OF

ALL CELLS (APPROX 3 C.Y.)

EXISTING GEOGRID BOAT RAMP

PLACE 10' WIDE X 26 ' LONG SECTION

OF ARMORTEC "CLASS 45S" ARMORFLEX

OVER EXISTING GEOGRID BOAT RAMP

STEVE RENNER

STEVE RENNER

1/15/2010

1/15/2010

6'

PLACE AGGREGATE BASE TO SUFFICIENT DEPTH

TO PROVIDE A SMOOTH TRANSITION ONTO THE

ARMORFLEX MAT

DAVE SEILER 1/25/2010 44

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE:

REVISIONDATE BY DRAWING NAME

INFORMATION/PAY STATION

DETAILS

15R

15R

12'

EAST EN

D

C

AM

PG

R

O U

N D

EN

TR

AN

C

E

R O

AD

44N

30X

(550) 15+83

18'

30'

27'

7'

48'

RESTROOM

EXISTING BOULDERS

8'

12'

26'

CONSTRUCT LEVEL PAD TO MATCH GRADE

OF CAMPGROUND ROAD FOR INFORMATION /

PAY STATION AREA, PLACE 6" AGGREGATE BASE

CONSTRUCT CONCRETE PAD

FOR STEEL PAY STATION

CONSTRUCT CONCRETE

PAD FOR STEEL PAY

STATION

COMPACTED CRUSHED AGGREGATE

- FLUSH WITH CONCRETE

CONCRETE PAD FOR

STEEL PAY STATION

3' SQUARE BY 1' DEEP CONCRETE PAD WITH

(4) #4 REBAR, 2 EACH WAY

SHEET

STEVE RENNER

STEVE RENNER

DAVE SEILER

1/15/2010

1/15/2010

1/25/2010

PLACE CLASS 2 RIPRAP ON THE

ENTIRE CUT SLOPE AROUND THE

PERIMETER OF THE INFO/PAY

STATION AREA

INSTALL INFORMATION

SIGN BOARDS

INSTALL

INFORMATION

SIGN BOARDS

NOTES:

1. INSTALL (4) "J" BOLTS IN A SQUARE

PATTERN 3-3/4" ON CENTERS

2. INSTALL "J" BOLTS LEAVING A MINIMUM

OF 1" ABOVE CONCRETE SURFACE

3. ROUGH BROOM FINISH.

4. STEEL PAY STATION WILL BE PROVIDED

BY THE FOREST SERVICE

CONSTRUCT LEVEL PAD TO MATCH GRADE OF

EXISTING ROAD FOR INFORMATION / PAY STATION AREA,

PLACE 6" AGGREGATE BASE

1/2" DIA X 6" GALVANIZED "J" BOLTS, WASHERS, NUTS

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

RESTROOM

"A" SPUR

"B" SPUR

NORTH END CAMPGROUND

WELL DRILLING PLAN

PROPOSED WELL DRILLING LOCATION

6" W

EL

L

C

AS

IN

G

34"

INSTALL ADA 100 HAND PUMP ACCORDING

TO MANUFACTURERS INSTRUCTIONS

NO SCALE

STEVE RENNER 1/15/2010

STEVE RENNER 1/15/2010

DAVE SEILER 1/25/2010

20'

TRAIL

TR

AI

L

PARKING

PAR

KIN

G

PLACE 4" DEPTH 3/4" CRUSHED AGGREGATE UNDERLYING

THE CONCRETE SLAB WITH TRAILS CONSTRUCTED TO

PROVIDE A SMOOTH TRANSITION TO THE HAND PUMP

2%

SLO

PE

CONSTRUCT A CONCRETE SLAB CENTERED

ON THE WELL HEAD BETWEEN THE TRAILS

TO THE APPROXIMATE DIMENSIONS SHOWN.

SLOPE 2% TO PROVIDE DRAINIAGE

13'

4" CONCRETE SLAB

WITH #4 REBAR SPACED

12" ALL DIRECTIONS

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

DATE:

DATE: SHEET

REVISIONDATE BY DRAWING NAME

ORR LAKE

N

(T16) 20+32

(T

ST

A

+5

STA 19+75

NOTES

ROAD OBLITERATION PLAN

OBLITERATION SITE

(T27) 26+24

(T26) STA 26+07

(T24 ) 25+19

22'

13'

ROUND OFF ANY EXISTING CUT SLOPES AND

RANDOMLY PLACE ON-SITE ROCKS OVER THE

ENTIRE AREA NO MORE THAN 3' APART

STEVE RENNER

STEVE RENNER

1/15/2010

1/15/2010

DAVE SEILER 1/25/2010 47

1. ALL ROCKS SHALL BE A MINIMUM OF 1 CUBIC FOOT IN SIZE.

2. WORK SHALL BE CONSIDERED INCIDENTAL TO ITEM 204(97).

A

MR

PE

D

T AFOTNE G

YREKA, CALIFORNIA

KLAMATH NATIONAL FOREST

FOREST SERVICE

ER

U TL

U

U.S. DEPARTMENT OF AGRICULTURE DATE:DESIGNED:

DRAWN:

CHECKED:

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