5. Drawings 11x17.pdf

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DATE

FOREST SUPERVISOR

INDEX OF SHEETS

SHT SHEET TITLE DATE

TITLE

G-1 LOCATION MAP

8/08/24

G-2 SCHEDULE OF ITEMS & NOTES

8/08/24

D-1

DETAILS, 1 8/08/24

D-2

DETAILS, 2 8/14/24

08-CON-M2 PAVEMENT PATCHING

CALIFORNIA

TEHAMA COUNTY

R05 PACIFIC SOUTHWEST

MENDOCINONATIONAL FOREST

GRINDSTONE RANGER DISTRCT

United States Department of Agriculture

Forest Service

TRAVEL DIRECTIONS:

FROM CORNING, TRAVEL WEST

ON TC A9 (CORNING ROAD) FOR

19.5 MILES TO PASKENTA.

CONTINUE WEST ON TC 122

(TOOMES CAMP ROAD) FOR 3.3

MILES TO THE INTERSECTION

WITH FOREST SERVICE M2 AT

PELLOWS ROAD (PRIVATE), MILE

POST 0.00 (39.9046, -122.5974).

PASKENTA CAN ALSO BE

REACHED FROM THE SOUTH VIA

SR 162 (WEST FROM WILLOWS)

AND GC 306/TC 58

PROJECT LOCATION

MENDOCINO

NATIONAL

FOREST

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

8/1 5/2

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United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST

08-CON-M2 PAVEMENT

PATCHING

MENDOCINO

NATIONAL FOREST

GRINGSTONE

RANGER DISTRICT

LOCATION

AND NOTES

8/09/24

G BUTLER

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F. RICO

G-1

N

N

N

MP 0.0 M2

EAST TERMINUS

TO PASKENTA, 2 MILES

PM2-01

PM2-02PM2-03

PM2-05

PM2-07

PM2-06

PM2-04

PM2-08

PM2-09

MP XX.X,

END OF AC SURFACE

INTERSECT W/ 24N01

N

N

N

A

N

T

C

TC 122

PROJECT NOTES:

1. THIS MAP SHOWS COUNTY ROADS AND PRIMARY FS ROADS IN THE

AREA. SOME OTHER FS ROADS ADJACENT TO THE WORK ARE

SHOWN TO AID IN NAVIGATION. MOST FS AND ANY PRIVATE ROADS IN

THIS AREA ARE NOT SHOWN. FOR A COMPLETE MAP, CONTACT THE

GRINDSTONE RANGER DISTRICT OFFICE.

2. SPECIFIC DETAILS OF ANY TRAFFIC CONTROL AND ROAD CLOSURE

SIGNING REQUIREMENTS ARE IN CONTRACT SECTION H.

ENCROACHMENT PERMITS FOR TRAFFIC CONTROL ARE THE

RESPONSIBILITY OF THE CONTRACTOR.

3. NON-POTABLE WATER FOR CONSTRUCTION MAY BE OBTAINED AT

PASKENTA WORK CENTER. ADDITIONAL WATER SOURCES MAY BE

IDENTIFIED AND APPROVED BY THE CONTRACTING OFFICER.

4. CONTRACTOR SHALL MINIMIZE TRAVEL OF STEEL TRACKED

MACHINES ON THE EXISTING AC AND CHIP SEAL PAVEMENT. ANY

DAMAGE TO THE ROAD(S) AS A RESULT OF THEIR ACTIVITIES SHALL

BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE

GOVERNMENT.

5. PERMITS FOR OVERSIZE/OVERLOAD TRAVEL ON ANY ROADS SHALL

BE OBTAINED BY THE CONTRACTOR PRIOR TO USE.

WORK POINTS

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

8/1 5/2

4 1 0:

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United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST

08-CON-M2 PAVEMENT

PATCHING

MENDOCINO

NATIONAL FOREST

GRINGSTONE

RANGER DISTRICT

SCHEDULE AND

NOTES

8/08/24

G BUTLER

G BUTLER

F. RICO

G-2

NOTES TO THE SCHEDULE OF ITEMS

15701 WORK FOR THIS ITEM WILL INCLUDE ALL EQUIPMENT, MATERIALS,

AND LABOR NECESSARY TO PERFORM THE REQUIREMENTS OF THE

APPROVED POLLUTION AND EROSION CONTROL PLAN. THIS ITEM

COVERS ALL PHASES OF THE CONTRACT.

41301A WORK FOR THIS ITEM WILL INCLUDE ALL EQUIPMENT, MATERIALS AND

LABOR NECESSARY TO REMOVE THE EXISTING CHIP SEAL AND/OR AC

SURFACE. DEPTH OF MILLING SHALL BE AS SHOWN IN THE DRAWINGS.

41801B WORK FOR THIS ITEM WILL INCLUDE ALL EQUIPMENT, MATERIALS AND

LABOR NECESSARY TO PERFORM THE REPAIRS OF THE SURFACE

LAYER CHIP SEAL. ASPHALT CONCRETE MAY BE EITHER HOT OR

WARM MIX AND WILL CONFORM TO A CURRENTLY APPROVED MIX

MEETING STATE(CAL-DOT) OR FEDERAL (FP-14) SPECIFICATIONS FOR

SIMILAR APPLICATIONS. (SEE SPS 703). ITEM 418-01B INCLUDES THE

PREPARATION AND COMPACTION OF THE EXPOSED BASE

AGGREGATE.

63501 THIS ITEM INCLUDES ALL EQUIPMENT, MATERIALS, AND LABOR TO

ESTABLISH AND MAINTAIN THE APPROVED TRAFFIC CONTROL PLAN

FOR THE DURATION OF SITE WORK.

SCHEDULE OF ITEMS

WORK LIST

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

8/1 5/2

4 1 0:

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United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST

08-CON-M2 PAVEMENT

PATCHING

MENDOCINO

NATIONAL FOREST

GRINGSTONE

RANGER DISTRICT

DETAILS 1

8/08/24

G BUTLER

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F. RICO

D-1

PARTIAL DEPTH DAMAGE

FULL DEPTH REPAIR

SURFACE CHIP SEAL

LOWER CHIP SEAL

EXISTING BASE AGG.

PARTIAL DEPTH REPAIR

MILLING DEPTH - 1"AC PATCH

12" MIN.

AC PATCH-FULL DEPTH

EITHER SPOT OR FULL LANE

MILLED OR SAW-CUT EDGE

MILLED OR SAW-CUT EDGE

SURFACE CHIP SEAL

LOWER CHIP SEAL

EXISTING BASE AGG.

NOTES:

1. AREAS FOR REPAIR WILL BE MARKED BY THE

GOVERNMENT. BECAUSE THE FULL DEPTH OF

THE ASPHALT SURFACE IS UNKNOWN IN ALL

AREAS, THE AMOUNT OF FULL DEPTH REPAIR IS

BASED ON VISUAL SURVEYS. IN ANY AREAS

MARKED FOR PARTIAL DEPTH MILLING, THE

REMAINING ASPHALT CONCRETE OR CHIP SEAL

MUST BE NO LESS THAN 1" IN DEPTH

(THICKNESS). AREAS MARKED FOR PARTIAL

DEPTH MILLING WHICH LEAVES LESS THAN 1"

DEPTH OF BONDED SURFACE AFTER MILLING

MUST BE MILLED TO FULL DEPTH AND REPAIRED

ACCORDING TO 418.04. IF THE CONTRACTOR HAS

REASON TO BELIEVE THAT THE AMOUNT OF FULL

DEPTH REPAIR WORK WILL EXCEED THE

CONTRACTED AMOUNT, THEY MUST NOTIFY THE

CONTRACTING OFFICER WITHIN 24 HOURS OF

SUCH DETERMINATION.

2. FOR FULL DEPTH PATCHING, THE BASE

AGGREGATE MUST BE SMOOTHED AND

COMPACTED PRIOR TO PLACING THE A.C. PATCH.

THE EXISTING SURFACE COURSE(S) ARE TO BE

MILLED FOR A MINIMUM OF 12" BEYOND THE

DAMAGED SURFACE..

3. FOR ALL PARTIAL DEPTH REPAIR, APPLY A TACK

COAT ACCORDING TO 418.05. FOR FULL DEPTH

REPAIR, APPLY A TACK COAT ACCORDING TO

418.04.

4. PLACEMENT OF THE MILLINGS IS SHOWN ON

SHEET D-2.

Min. 2.5" THICK

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

8/1 5/2

4 1 0:

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W G;

United States Department of Agriculture Forest Service

(R05)

PACIFIC SOUTHWEST

08-CON-M2 PAVEMENT

PATCHING

MENDOCINO

NATIONAL FOREST

GRINGSTONE

RANGER DISTRICT

DETAILS 2

8/14/24

G BUTLER

G BUTLER

F. RICO

D-2

NOTES:

1. MATERIAL MILLED FROM THE ROAD SURFACE IS TO BE PLACED ON THE ROAD

SHOULDERS AND ADJACENT TURNOUTS (SEE 4 BELOW) AS NEEDED AND

COMPACTED TO FORM A SOUND, FIRM SURFACE. MATERIAL IS TO BE PLACED

WITHIN 200 ' OF THE AREA WHERE IT IS GENERATED. THE MATERIAL MUST NOT

BE PLACED SO AS TO BLOCK OR OBSTRUCT ANY ADJACENT DRAINAGE DITCH.

2. MILLED MATERIAL PIECES LARGER THAN 15 CUBIC INCHES MUST NOT BE PLACED

IN THE SHOULDERS OR TURNOUTS.

3. MILLED MATERIAL MUST BE PLACED, SHAPED, AND COMPACTED SO AS TO FROM

A SMOOTH, EVEN TRANSITION WITH THE ROAD SURFACE.

4. MILLED MATERIAL NOT NEEDED FOR SHOULDER REPAIR MUST BE PLACED IN

ADJACENT TURNOUTS AS DESIGNATED BY THE CONTRACTING OFFICER. AS

ALTERNATIVE, THE CONTRACTOR MAY REMOVE SUCH EXCESS MATERIAL AND

DISPOSE OF OFF GOVERNMENT LAND IN ACCORDANCE WITH LOCAL AND STATE

REGULATIONS.

SURFACE CHIP SEAL OR AC AUGMENTED SHOULDER BACKING

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