Grayback Chipseal Drawings.pdf

10R W 9R W 7 4 3 2 1R R R RRW W W WW EW

6R

7 6 5 3 2 1 1 2 3 7 8

R R R8 W W W R R RW W W R RE E R E

4R W R W R R E

3R RE E275 RR EE 8R E 12R W 11R W

4R 5 6 7 8RR RE E E E 12R WRE 10 9R RW W 8 7 6R R WW W

5 4 3R R RW W W 2 1 1R R RW W 2 3R RE EE

R11R W

T

T

T

T

N

N

N

N

T

T

S

SW5R

6R E4R E 8R W R 1

Creek

Creek

Ukonom

Shackleford

Cr ee kKe lse y

Creek

Mill Creek

Smith

R

Blue Bl uf f

Camp

Creek

Creek

Wooley

Cr

Creek

Little

River

Creek

Bogus Creek

Shovel

Antelope

Bu tte

Creek

W hitney

Creek

Ash

Mad

Creek

W illow

Hu tto n

Cr ee k

Creek M cA da m s

Shasta

River

River

Thom pson

C r

Cranberry

Squaw Creek

Cr ee k

Bea ve r

Cottonwood

Cam p

C reek

C re ek

C reek

Cr ee k

Humbug

River

Creek

Seiad Cr

Cr ee k

Canyon Cre ekCreek

G rid er

So Fr k

Trinity

Mill

Cre ek

Red

Creek

C r

Knownothing

Coffee

Rive r

Klamath

Klamath

Cr

Inc on sta nc e

Ea st

Fork

Tr ini ty

Cr

Shasta

Cr ee k

Applegate Ri ve r

Horse

Creek

Fork

Macdoel

Etna

Weed

Dorris

Bar

Fort

OREGON

LAKE

LAKES

RED ROCK

TULE

LAKE

LOWER

KLAMATH

CLAIR

ENGLE

LAKE

APPLEGATE

LAKE

COPCO

IRON GATE

LAKE

LAKE

MEISS

LAKE

SHASTINA

LAKE

Ill in oi s

R

CALIFORNIA

Fo rk

Ea st

Indian

Creek

Creek

Al th ou se

Cr

Steve Fork T

S

T

S

T

N

T

N

T

C lear

N

T Rive r

Kl am at h

Creek

Creek

Elk N

T

N

Cr ee k

Dillon

T

N

T

N

Cree k

Salm on

River

Orleans

T

N

T

N

N ordheim er

Eight M ile

WeitchpecT

N

T

N

R iver

Pl um m er Fork

Cecilville

South

North

Sawyers

Etna

Cr Fr en ch

Cr ee k

River

Fork

Fork

Ea st

Callahan

So ut h

Creek

Moffet

Yreka

YREKA

Jones

Scott

Scott

Ri ve r

Cree k

Creek

RESERVIOR

Je nn y

Fa ll

Cre ek

CALIFORNIA

OREGON

TOM LAKE

INDIAN

Tennant

T

N

T

N

T

N

T

N

T

N

T

N

T

N

T

N

MEDICINE

CALIFORNIA

KLAMATH NATIONAL FOREST

PROJECT LOCATION

VICINITY MAP

Happy Camp

GRAYBACK CHIP SEAL

PROJECT SHEET NO.

GRAYBACK CHIPSEAL

HAPPY CAMP RANGER DISTRICT

Cr

Indian

Branch

18N30

Des Moines

32 33

4 3

Louse Cr

Granite

Sutcliffe Creek

N06

S1

18N

Gray

36 31

Gulch 7C01

18N27

C reek

18N31

Cr

18N32

R6E

N

0 .5 1MI.

STATE LINE

H W

Y 96

T N

W

W

W

W

W

LEGEND

EXISTING ROAD

W WATER SOURCE

R7E 19N

0718N

CHIP SEAL

PROJECT LOCATION

8.5 M

ILES

NO SCALE

GRAYBACK CHIPSEAL

HAPPY CAMP RANGER DISTRICT

STRAIGHTLINE PLAN

MP 0.02 JCT. 19N07

MP 0.03 EXCAVATE CRUSHED AGGREGATE AND

PLACE 3" DEPTH HOT BITUMINOUS MIX

(SEE DETAIL)

MP 0.98 JCT. 18N31

MP 1.69 JCT. 18N27

MP 1.73 EXISTING GATE

MP 5.90 JCT. NON-SYSTEM ROAD

MP 6.18 JCT. 18N30

MP 6.78 JCT. 19N06

2. THE ENTIRE EXISTING ROAD WIDTH SHALL BE CHIP SEALED.

AVERAGE ROAD WIDTH IS 24'.

4. UNLESS OTHERWISE AGREED, ALL EQUIPMENT AND CONSTRUCTION SHALL BE

WITHIN THE ROADBED. THIS INCLUDES PARKING OF EQUIPMENT AND/OR

STORAGE OF MATERIALS DELIVERED TO THE JOB SITE.

NOTES

1. PRIOR TO PLACEMENT OF CHIP SEAL EXISTING SURFACE

SHALL BE BROOMED (POWER BROOM) OVER ENTIRE LENGTH

AND WIDTH. BROOMING WILL BE INCIDENTAL TO ITEM 410(05).

IN ADDITION TEMPORARY REFLECTORS SHALL BE PLACED ON

THE EXISTING CENTERLINE EVERY 30' FOR THE ENTIRE LENGTH

OF PROJECT, COST IS INCIDENTAL TO OTHER PAY ITEMS.

3. TRAFFIC CONTROL DEVICES SHALL BE IN PLACE DURING CONSTRUCTION

INCLUDING FLAGPERSONS AND PILOT CAR AND SHALL MEET REQUIREMENTS

OF THE MUTCD. COST IS INCIDENTAL TO OTHER PAY ITEMS.

MP 9.89 PROJECT LIMIT - STATE LINE

END CHIP SEAL

MP 9.00 FOREST BOUNDARY

MP 0.00 PROJECT LIMIT

JCT. COUNTY ROAD 7C01

BEGIN CHIP SEAL - DOUBLE LANE

NO SCALE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING ASPHALT

SECONDARY APPLICATION SHALL BE GRADING MEDIUM, (3/8 INCH) @ 22#/ SQ YD

PRIMARY APPLICATION SHALL BE GRADING COARSE, (1/2 INCH) @ 25#/ SQ YD

EMULSIFIED ASPHALT SHALL BE APPLIED @ 0.48 GAL/ SQ YD

EMULSIFIED ASPHALT SHALL BE APPLIED @ 0.42 GAL/ SQ YD

FOG SEAL

GRAYBACK CHIPSEAL

TYPICAL SECTION

EMULSIFIED ASPHALT SHALL BE APPLIED @ .15 GAL/ SQ YD, w/ SAND BLOTTER

HAPPY CAMP RANGER DISTRICT

CHIP SEAL DOUBLE LIFT APPLICATION ON EXISTING ASPHALT SURFACE

BRIDGE APPROACH PAVING DETAIL

5'5'

BRIDGE

NOTE- MINOR EXCAVATION SHALL BE CONSIDERED INCIDENTAL TO ITEM 406.

EXCAVATE AGGREGATE BASE TO 3" DEPTH ,

COMPACT AND REPLACE WITH HOT BITUMINOUS MIX