18R0001_Scatter_Creek_Hot_Asphalt_Concrete_Pavement_and_Slide_Repair_1.pdf

DESIGNED BY:

CHECKED BY:

REVISIONS

REV. DATEDESCRIPTION

COLVILLE NATIONAL FOREST

REPUBLIC RANGER DISTRICT

SHEET 2

OF

SCATTER CREEK ROAD HOT ASPHALT CONCRETE

AND SLIDE REPAIR

NINE MILE PIT

GOVERNMENT SUPPLIED

AGGREGATE

SOURCE

2053250

00 10000' 20000'

BEGIN HOT ASPHALT

CONCRETE

MILE POST 0.00

END HOT ASPHALT

CONCRETE

MILE POST 7.36

SLIDE REPAIR

MILE POST 1.00

WORK SUMMARY

ROAD NO. 5300000

MILEPOST

0.00 - BEGIN HOT ASPHALT CONCRETE PAVING

0.16 - BEGIN BLADING AND SHAPING GRAVEL SECTION THIS TO BE

DONE PRIOR TO BEING PAVED

0.42 - END GRAVEL SECTION

0.68 - (1) 3' X 3' DIG OUT (SEE NOTE PAVEMENT PATCHING DETAIL SHEET 3 OF 4)

0.82 - (1) 3' X 3' DIG OUT (SEE NOTE PAVEMENT PATCHING DETAIL SHEET 3 OF 4)

0.88 - (2) 3' X 3' DIG OUT (SEE NOTE PAVEMENT PATCHING DETAIL SHEET 3 OF 4)

1.02 - (1) 3' X 20' DIG OUT (SEE NOTE PAVEMENT PATCHING DETAIL SHEET 3 OF 4)

1.03 - BEGIN CONSTRUCTION OF ROCK BUTTRESS (SEE NOTE 1 SHEET4 OF 4)

1.05 - END CONSTRUCTION OF ROCK BUTTRESS

1.25 - (1) 3' X 3' DIG OUT (SEE NOTE PAVEMENT PATCHING DETAIL SHEET 3 OF 4)

1.37 - (1) 3' X 3' DIG OUT (SEE NOTE PAVEMENT PATCHING DETAIL SHEET 3 OF 4)

1.72 - REMOVE COLD MIX ASPHALT AT EXISTING CATTLE

GUARD

2.55 - JCT. R FSR 5314000 PAVE EXISTING APPOACH 50'

4.17 - EXISTING 18' X 145' TURNOUT TO BE PRE LEVELED

WITH GRAVEL PRIOR TO PAVING

4.72 - REMOVE COLD MIX ASPHALT AT EXISTING CATTLE

GUARD

5.07 - JCT. L FSR 5320000 PAVE EXISTING APPOACH 50'

5.59 - JCT. L FSR 5300400 PAVE EXISTING APPOACH 50'

5.73 - JCT. R FSR 5330000 PAVE EXISTING APPOACH 50'

5.79 - JCT. R FSR 5330000 PAVE EXISTING APPOACH 50'

5.96 - JCT. R FSR 0000000 PAVE EXISTING APPOACH 10'

7.05 - JCT. L FSR 5320000 PAVE EXISTING APPOACH 50'

7.26 - JCT. R FSR 5300500 PAVE EXISTING APPOACH 50'

7.27 - EOP END HOT ASPHALT CONCRETE PAVING SAWCUT

AND MATCH EXISTING ASPHALT

NOTE:

1. MILE POST (MP) REPRESENTS APPROXIMATE LOCATION.

ESTIMATE OF QUANTITIES

ITEM

NUMBER

DESCRIPTION

25207 ROCK BUTTRESS

QUANITY UNIT

ALL LUMP SUM

15101 MOBILIZATION ALL LUMP SUM

40307

ASPHALT CONCRETE PAVEMENT, TYPE

II, WEDGE AND LEVELING COURSE

10,200 TON

41802

ASPHALT CONCRETE PAVEMENT

PATCHING, TYPE I

SQUARE YARD

SITE PLAN AND GOVERNMENT SUPPLIED SOURCE

PIT LOCATION

10' LANE 10' LANE

EXISTING EXISTING

C

L

PIVOT POINT (SUPERELEVATION)

TYPICAL ROAD SECTION

NOT TO SCALE

EXISTING SUBGRADE

TYPICAL BUTT JOINT

NOT TO SCALE

2" DEPTH - ASPHALT CONCRETE PAVEMENT, TYPE II,

WEDGE AND LEVELING COURSE

EXISTING SURFACE

45° WEDGE 45° WEDGE

EXISTING SURFACE

ASPHALT CONCRETE PAVEMENT, TYPE II, WEDGE

AND LEVELING COURSE

PAVEMENT PATCH DETAIL

NOT TO SCALE

EXISTING

BITUMINOUS SURFACE

1 1/2" MINUS BASE 4" MIN. DEPTH

(GOVERMENT SUPPLYED

SOURCE NINE MILE PIT)

ASPHALT CONCRETE PAVEMENT, TYPE II,

WEDGE AND LEVELING COURSE

EXISTING

BITUMINOUS SURFACE

NOTE:

ALL COST IN THE CONSTRUCTION OF PAVEMENT REPAIR

SHALL BE INCLUDED IN THE S.Y. CONTRACT PRICE

FOR THE BID ITEM 41802 "ASPHALT CONCRETE PAVEMENT

PATCHING, TYPE I "

EXISTING SURFACE

MATCH EXISTING

WIDTH

RADIUS = 20'

(TYP.)

APPROACH DETAIL

NOT TO SCALE

SEE WORK

SUMMARY

SHEET 2 OF 4

DESIGNED BY:

CHECKED BY:

REVISIONS

REV. DATEDESCRIPTION

COLVILLE NATIONAL FOREST

REPUBLIC RANGER DISTRICT

SHEET 3

OF

SCATTER CREEK ROAD HOT ASPHALT CONCRETE

AND SLIDE REPAIR

TYPICAL ROAD SECTION AND PAVING DETAILS

00 30' 60'

PLAN VIEW

10' LANE 10' LANE

EMBANKMENT CONSTRUCTION

NOTE: FILL MATERIAL WILL BE APPROVED BY THE CO

(COMMERCIAL SUPPLIED SOURCE)

COMPACTION SPECIFICATION 204.11(b)

ESTIMATED 1200 C.Y.

ROCK BUTTRESS

(GOVERNMENT SUPPLIED

SOURCENINE MILE PIT)

ESTIMATED 300 C.Y.

C

L

EXISTING EXISTING

CONSTRUCT ROCK BUTTRESS, 110 FT. LONG.

MACHINE PLACE 3'X3' TO 4'X4' BOULDERS, TIGHTLY

INTERLOCKED. KEY 25% ROCK SIZE INTO EXISTING

GROUND.

ESTIMATED 300 C.Y.

ROAD SECTION

NOT TO SCALE

NOTES:

1. ALL COST IN THE CONSTRUCTION OF THE ROCK

BUTTRESS, EMBANKMENT, AND ROAD SECTION

SHALL BE INCLUDED IN THE LUMP SUM CONTRACT

PRICE FOR THE BID ITEM "ROCK BUTTRESS"

2. REMOVE EXISTING BITUMINOUS SURFACE AND

SUITABLE EXCAVATED MATERIAL AND PLACE IN

FILL

3. PLACED BOULDERS AND CRUSHED SURFACING

(GOVERNMENT SUPPLIED SOURCE NINE MILE PIT)

4. FILL MATERIAL WILL BE APPROVED BY THE CO

(COMMERCIAL SUPPLIED SOURCE CERTIFIED

WEED FREE)

2" DEPTH - ASPHALT CONCRETE PAVEMENT, TYPE II,

WEDGE AND LEVELING COURSE

4" DEPTH - CRUSHED SURFACING

COMPACTION SPECIFICATION 204.11 (b)

ESTIMATED 50 C.Y. SEE NOTE 3

SUBGRADE, GRADE/COMPACTED TO MATCH EXISTING

EMBANKMENT CONSTRUCTION

12'-0"

EXISTING GROUND (DASHED LINE)

SCATTER CREEK

S

C

A

T

T

E

R

C

R

E

E

K

F

S

R

DESIGNED BY:

CHECKED BY:

REVISIONS

REV. DATEDESCRIPTION

COLVILLE NATIONAL FOREST

REPUBLIC RANGER DISTRICT

SHEET 4

OF

SCATTER CREEK ROAD HOT ASPHALT CONCRETE

AND SLIDE REPAIR

REPAIR SITE ONE