PavingPlans.pdf

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

PLANS FOR PROPOSED

FOREST SERVICE - REGION FIVE

UNITED STATES DEPARTMENT OF AGRICULTURE

KLAMATH NATIONAL FOREST

SISKIYOU COUNTY, CALIFORNIA

Dorris

DRAWING INDEX

LOS ANGELES

TITLESHEET No.

Shasta

LOVERS CAMP PAVING

SCOTT RIVER RANGER DISTRICT

1. COVER SHEET/DRAWING INDEX

2. LOCALITY MAP

3. SUMMARY OF ESTIMATED QUANTITIES

4. STRAIGHTLINE PLAN - 43N45 AND 44N45

5. TYPICAL ROADWAY SECTION

ROAD #

43N45

44N45

MILES

1.46

1.47

KEN STAGG PATRICIA GRANTHAM2/3/20102/3/2010 2/3/2010 2/3/2010DAVE SEILER ALLAN SETZER

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

STEVE RENNER

DAVE SEILER

LOVERS CAMP PAVING

N

W E

NO SCALE

LEGEND

PROJECT ROAD

LOCALITY MAP

N45

7F01

31 32

7 8 9 10

T 44 N

T 43 N

R 11 W

LOCALITY MAP

N45

43N45

2/3/2010

2/3/2010

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

STEVE RENNER

DAVE SEILER

ITEM

NO. DESCRIPTION

METHOD

OF

MEASURE-

MENT

PAY

UNIT

C.Y.

L.S.

L.S.

CQ

CQ

ALL

ALL

AGGREGATE BASE, GRADING (D),

COMPACTION METHOD (C)

TOTALS

CQ

CQ

CQ

157(14)

FOREST SERVICE

DESIGNED:

SHEET

DRAWING NAME

301(03)

EROSION CONTROL AND POLLUTION

PREVENTION PLAN

151(01) MOBILIZATION

SUMMARY OF ESTIMATED

QUANTITIES LOVERS CAMP PAVING

404(01) MINOR HOT ASPHALT CONCRETE TON

413(01) ASPHALT PAVEMENT MILLING S.Y.

26647

LOVERS CAMP

PAVING

2/3/2010

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

DAVE SEILER

LOVERS CAMP PAVING

SCOTT RIVER ROAD - 7F01

MP 2.69 BEGIN GRINDING, SHAPING AND COMPACTING

BEGIN 3" DEPTH HOT ASPHALT CONCRETE

BEGIN 1' WIDTH SHOULDER MATERIAL (RIGHT EDGE ONLY)

AVERAGE CHIP SEAL WIDTH = 16'

MP 4.16 END GRINDING, SHAPING AND COMPACTING

END 3" DEPTH HOT ASPHALT CONCRETE

END 1' WIDTH SHOULDER MATERIAL (RIGHT EDGE ONLY)

REFERENCE CANYON CREEK BRIDGE

MP 0.00 PROJECT LIMIT

REFERENCE JCT. SCOTT RIVER ROAD

44N

STRAIGHTLINE PLAN

44N45 AND 43N45

43N

MP 0.00 BEGIN GRINDING, SHAPING AND COMPACTING

BEGIN 3" DEPTH HOT ASPHALT CONCRETE

BEGIN 1' WIDTH SHOULDER MATERIAL (LEFT EDGE ONLY)

AVERAGE CHIP SEAL WIDTH = 15'

REFERENCE JCT. 43N45 AND 44N45

MP 1.86 PROJECT LIMIT

REFERENCE LOVERS CAMP CAMPGROUND

MP 1.46 END GRINDING, SHAPING AND COMPACTING

END 3" DEPTH HOT ASPHALT CONCRETE

END 1' WIDTH SHOULDER MATERIAL (LEFT EDGE ONLY)

44N45

MP 5.40

2/3/2010

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

DAVE SEILER

LOVERS CAMP PAVING

GRIND EXISTING CHIP SEAL AND ASPHALT PATCHES

TO THE TOP OF AGGREGATE BASE. AVERAGE DEPTHS

ARE 1" - 3". RESHAPE, FINISH AND COMPACT TO 95%

OF AASHTO T180.

WIDTH VARIES 1'

PLACE 3" DEPTH HOT ASPHALT

CONCRETE TO THE ORIGINAL

CHIP SEAL WIDTH

HOT ASPHALT CONCRETE

GRINDING AND RECONDITIONING

PLACE 3" DEPTH AGGREGATE BASE ON

THE DESIGNATED SHOULDER AREA,

1 1/2:1 FILL SLOPE

TYPICAL ROADWAY SECTION

NOTES

EXISTING AGGREGATE BASE

1. SHAPING AND COMPACTING SHALL BE CONSIDERED INCIDENTAL TO ITEM 413(01).

2. A LIGHT TACK COAT SHALL BE APPLIED TO ADJOINING PAVEMENT EDGES

BEFORE PAVING.

3. TRAFFIC CONTROL PLAN SHALL BESUBMITTED BY THE CONTRACTOR PRIOR

TO BEGINNING OF WORK. CONTRACTOR WILL BE PERMITTED TO CLOSE THE ROAD

FOR 2 HOURS MAXIMUM DURING GRINDING OPERATIONS. IN ADDITION DURING PAVING

OPERATIONS THE ROAD MAY BE CLOSED FOR 10 HOURS WITH ACCESS ALLOWED DURING

EACH EVENING.

4. ALL "MUTCD" APPROVED WARNING SIGNS AND TRAFFIC CONTROL DEVICES SHALL BE

IN PLACE PRIOR TO CONTRACT ACTIVITIES.

5. SECTION 153 - CONTRACTOR SHALL BE REQUIRED TO PROVIDE A QUALITY CONTROL

SYSTEM THAT WILL ENSURE THAT ALL CONSTRUCTION REQUIRED UNDER THIS

CONTRACT CONFORM TO THE CONTRACT REQUIREMENTS. A QUALITY CONTROL

PLAN SHALL BE SUBMITTED IN WRITING TO DETAIL COMPACTION TESTING ON ALL

REQUIRED SPECIFICATIONS. CONTRACTOR SHALL USE A STATE CERTIFIED

LABORATORY FOR ALL TESTING PROVIDED UNDER THIS CONTRACT. WORK IS

CONSIDERED INCIDENTAL TO ITEM 404(01).

6. WORK SHALL NOT COMMENCE UNTIL AFTER SEPTEMBER 1 TO ALLOW FOR COMPLETION

OF CULVERT REPLACEMENT WORK UNDER ANOTHER CONTRACT.

2/3/2010